CATALOGO 2011

Volume 1: D

irect Fastening Technical Guide 2011

North AmericanProduct TechnicalGuide: Volume 1

A guide to specification and installation

Volume 1: Direct Fastening Technical Guide

2011 Edition

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Hilti Direct Fastening Technical Guide

Table of Contents

Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 1

Introduction 1.0 4

Direct Fastening Technology 2.0 5

Direct Fastening Systems 3.0 14

Reference 4.0 164

Hilti North American Product Technical Guide Volumes 2 and 3 are also available. Contact your Hilti Field Engineer about them today.


Direct Fastening Technical Guide Table of Contents

2 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011

Section Description Page

1.0 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42.0 Direct Fastening Technology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52.1 Base Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52.2 Evaluation of Test Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 82.3 Corrosion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 93.0 Direct Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 143.1 Direct Fastening Terminology & Applications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 3.1.1 Direct Fastening Terminology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 3.1.2 Benefits of Direct Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 3.1.3 Common Direct Fastening Applications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 153.2 General Construction Fastening Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 3.2.1 General Construction Fastener Design & Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 3.2.1.1 Fastening to Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 3.2.1.2 Fastening to Steel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 3.2.1.3 Power- Actuated Fastener Selection Guide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 3.2.2 General Application Fasteners . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 X-U, X-U 15, DS, EDS, X-C, X-S13, X-GN, X-EGN and X-GHP fastener series for general applications to concrete, steel or masonry 3.2.3 X-U Universal Knurled Shank Fastener . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 Universal X-U fastener for use in concrete, steel or masonry 3.2.4 Perimeter Wall Application Fasteners . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 X-U, X-U 15, DS and EDS fasteners for attachment of perimeter track and deflection slip clips to concrete or steel 3.2.5 X-GPN 37 MX Plywood Fastening System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 X-GPN 37 MX fastener for attachment of wood structural panels to cold-formed steel members 3.2.6 Drywall Track Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43 X-U 15, X-S13, X-S16, X-GN, X-EGN, X-GHP and X-DW fastener series for attachment of drywall track to concrete, steel or masonry 3.2.7 Sill Plate Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 X-CF 72, X-CP 72, and X-CR-L 72 fasteners for attachment of wood sill plates to concrete 3.2.8 Stud Fasteners for Attachment to Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49 Carbon steel (1/4" and 3/8") and stainless steel (1/4") powder-actuated threaded studs for attachment to concrete 3.2.9 Stud Fasteners for Attachment to Steel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 Carbon steel (1/4", 3/8" and 8mm) and stainless steel (1/4", 3/8" and 8mm) powder-actuated threaded studs for attachment to steel 3.2.10 X-BT Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55 Innovative X-BT (1/4", 3/8" and 8mm) blunt-tip threaded stud fastener for attachment to coated or painted and full thick steel 3.2.11 Clips & Hangers for Mechanical and Electrical Applications. . . . . . . . . . . . . . . . . . . . . . . . . . . 60 Threaded and smooth rod hangers (X-HS and X-RH), cable holders, clamps and tie fasteners (X-ECH, X-EKB MX, and X-ECT) and conduit clips (X-BX, X-EMTC and X-EMTSC MX) for use in miscellaneous mechanical and electrical applications 3.2.12 Insulation or Soft Material Attachment Fasteners . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 X-IE and X-SW fasteners for attachment of insulation and other soft materials to concrete, masonry or steel

3.3 Ceiling Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67 3.3.1 Ceiling Fastening Systems Selection & Design. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67 3.3.2 X-CW Ceiling Wire Assemblies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70 X-CW Ceiling Wire fastening systems for attachment of lay-in panel or acoustical suspended ceiling systems 3.3.3 X-CC Ceiling Clip & Hanger Assemblies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72 X-CC Ceiling Clip assemblies with or without pre-tied wires for attachment of suspended ceiling systems 3.3.4 Eye Lag Ceiling Fastening Hanger . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74 Eye Lag Screws for attachment of suspended ceiling systems to light gauge steel or wood base materials

3.4 Grating & Checkerplate Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77 3.4.1 Grating & Checkerplate Fastener Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77


Direct Fastening Technical Guide Table of Contents


Section Description Page

3.4.2 X-FCM & X-FCP Grating & Checkerplate Fastening Systems 78 Removable and reusable grating (X-FCM) & checkerplate (X-FCP) fastening systems available in HDG (Duplex Coating) and stainless steel corrosion resistance and consisting of a disk that threads onto a powder-actuated threaded stud. Stainless steel version specifically designed for off-shore applications 3.4.3 X-GR RU & X-MGR Grating Fastening Systems 83 X-GR RU and X-MGR grating fastening systems with HDG equivalent corrosion resistance for attachment of grating in on-shore industrial applications

3.5 Steel Deck Fastening Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 3.5.1 Steel Deck Fastener Design & Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 3.5.1.1 Steel Deck Terminology & Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 3.5.1.2 Steel Deck Diaphragm Design & Theory . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 3.5.1.3 Fastener, Tool & Cartridge Selection Guide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96 3.5.1.4 Submittal Information for Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 3.5.1.5 Submittal Information for Floor Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101 3.5.1.6 Fastener Quantity Estimation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102 3.5.1.7 Common Steel Deck Dimensions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102 3.5.1.8 Diaphragm Shear & Stiffness Calculations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 3.5.1.9 How to use Diaphragm Shear Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110 3.5.2 Deck Fasteners for Attachment to Bar Joist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111 X-EDN19 and X-EDNK22 fasteners for attachment of many types of steel deck to bar joist up to 3/8-inch thick 3.5.3 Deck Fasteners for Attachment to Structural Steel. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121 X-ENP-19 fastener for attachment of many types of steel deck to structural steel greater than or equal to 1/4-inch thick 3.5.4 Hilti Sidelap Connectors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 131 S-SLC 01 and S-SLC 02 sidelap connectors and Hilti No. 10 HWH screws for many types and gauges of steel deck 3.5.5 Optimized Diaphragm Shear Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 133 3.5.6 X-HVB Shear Connector . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 139 Mechanically attached X-HVB shear connector for use in composite beam construction with steel beams and concrete slabs

3.6 Screw Fastening Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 142 3.6.1 Self-Drilling Screw Fastener Selection & Design. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 142 3.6.1.1 Drill Point Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 142 3.6.1.2 Thread Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 143 3.6.1.3 Head Style Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 144 3.6.1.4 Sealing Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 144 3.6.1.5 Length Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 144 3.6.1.6 Corrosion Resistance Guidelines . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 145 3.6.1.7 Hilti Screw Fastener Installation Instructions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 146 3.6.2 Self-Drilling Screws . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 147 Self-drilling screws available in a variety of head styles, thread lengths and drill-flute lengths for screw diameters #6 through 1/4" meeting ASTM C 1513 and SAE J78 or ASTM C 954 3.6.3 HVAC Screws . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 154 Screws specifically designed for HVAC applications, including the innovative Zip Screws with Hyper Thread technology 3.6.4 Kwik-Flex Self-Drilling Screws. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 158 Self-drilling screws specifically designed to resist HASCC that can be caused by stress, dissimilar metals and moisture available in HWH head style and diameters #10 through 5/16" 3.6.5 Bi-Metal Kwik-Flex Self-Drilling Screws . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 160 Stainless steel screws with carbon steel drill points providing the drilling capacity of a standard self-drilling screw with the corrosion resistance of a 300 series stainless steel fastener specially designed to resist the effects of HASCC

4.0 Reference . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1644.1 Approvals & Listings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1644.2 Reference Standards. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1654.3 Technical References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 167


1.0 Introduction


1.1 About Published Load ValuesThe Direct Fastening Technical Guide is intended to supple-ment the Hilti Product Catalog with technical information for the designer or specifier. Technical data presented herein was current as of the date of publication (see back cover). Load values are based on testing and analytical calculations by Hilti or by contracted testing laboratories using testing procedures and construction materials representative of current practice in North America. Load values obtained from testing represent the average results of multiple identical samples. Variations in base materials such as concrete and local site conditions require on-site testing to determine actual performance at any specific site. Data may also be based on national standards or professional research and analysis. Note that design values published in reports issued by approval agencies (e.g., ICC-ES, COLA, etc.) may differ from those contained in this Direct Fastening Technical Guide.For information regarding updates and changes, please contact Hilti,Inc. (US) Technical Support at 1-877-749-6337 or at www.us.hilti.com or Hilti (Canada) Corporation at 1-800-363-4458 or www.hilti.ca.

1.2 UnitsTechnical data is provided in both fractional (Imperial) and metric units. Metric values are provided using the International System of units (SI) in observance the Metric Conversion Act of 1975 as amended by the Omnibus Trade and Competitiveness Act of 1988. Data is commonly provided in Imperial engineering units with the SI metric conversions shown in parentheses. Additional information may be found in Section 4.3.1 Metric Conversions and Equivalents, provided in this Product Technical Guide.

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Direct Fastening Technology

Base Materials 2.1


2.1.1 Base Materials for Fastening

The design of modern buildings requires fastenings to be made in a variety of base materials. To meet this challenge, fastener manufacturers have developed many products specifically targeting certain types of base materials. The properties of the base material play a decisive role in the suitability and performance of a fastener. The designer must carefully match the type of fastener with the base material to obtain the desired results. There is hardly a base material in which a fastening cannot be made with a Hilti product.

2.1.2 ConcreteConcrete is a mineral building material which is made from three basic ingredients; cement, aggregate and water. Special additives are also used to influence or change certain properties. Concrete has a relatively high compressive strength compared to its tensile strength. Thus, steel reinforcing bars are cast in concrete to carry the tensile forces, and this combination is referred to as reinforced concrete.

Cement is the binding agent which combines with water and aggregate and hardens through the process of hydration to form concrete. Portland cement is the most common cement and is available in several different types, as outlined in ASTM C 150, to meet specific design requirements.

The aggregates used in concrete consist of both fine aggregate (usually sand) and coarse aggregate graded by particle size. Different types of aggregates can be used to create concrete with specific characteristics. Normal weight concrete is generally made from crushed stone or gravel. Lightweight concrete is used when it is desirable to reduce the dead load on a structure or to achieve a superior fire rating for a floor structure. Lightweight aggregates are made from expanded clay, shale, slate or blast-furnace slag. Lightweight insulating concrete is used when thermal insulating properties are a prime consideration. Lightweight insulating aggregates are manufactured from perlite, vermiculite, blast-furnace slag, clay or shale. Sand lightweight concrete is made from lightweight aggregate and natural sand. All concrete with a unit weight between 85 and 115 pcf is considered to be structural lightweight concrete. The ASTM specification and unit weight for each of these concretes is summarized as follows:

The hardness of concrete aggregate can affect the load capacity of power-actuated fasteners. Driven fasteners or studs can generally penetrate soft aggregates (shale or limestone), but hard aggregates (like granite) near the surface of the concrete can adversely affect the penetration of a fastener or stud and reduce its load capacity.

Values for the ultimate strength of fasteners in concrete are traditionally given in relation to the 28-day uniaxial compressive strength of the concrete (actual, not specified). Concrete which has cured for less than 28 days is referred to as green concrete. Aggregate type, cement replacements such as fly ash, and admixtures could have an effect on the capacity of some fasteners, and this may not be reflected in the concrete strength as measured in a uniaxial compression test. Generally, Hilti data reflects testing with common aggregates and cement types in plain, unreinforced concrete. In questionable cases, consult with Hilti Technical Support.

In view of the significantly lower strength of green concrete (less than 28-day cure), it is recommended that power-actuated fastenings not be made in cast-in-place concrete which has cured for less than 7 days, unless site testing is performed to verify the fastening capacity. Power-actuated fastening capacity should be based on the concrete strength at the time of installation.

ASTMConcrete Aggregate Grading Concrete UnitType Specification Weight pcfNormal Weight ASTM C 33 145-155Sand Lightweight ASTM C 330 105-115All Lightweight ASTM C 330 85-110Lightweight ASTM C 332 15-90Insulating Concrete


2.1 Base Materials


2.1.3 Masonry MaterialsMasonry is a heterogeneous building material consisting of brick, block or clay tile bonded together using joint mortar. The primary application for masonry is the construction of walls which are made by placing masonry components in horizontal rows (course) and vertical rows (wythe). Masonry components are manufactured in a wide variety of shapes, sizes, materials and both hollow and solid configurations. These variations require that the selection of a fastening system be carefully matched to the application and type of masonry material being used. As a base material, masonry generally has a much lower strength than concrete. The behavior of the masonry components, as well as the geometry of their cavities and webs, has a considerable influence on the ultimate load capacity of the fastening.

2.1.3.1 Concrete BlockConcrete block is the term which is commonly used to refer to concrete masonry units (CMU) made from Portland cement, water and mineral aggregates. CMUs are manufactured in a variety of shapes and sizes using normal weight and lightweight aggregates. Both hollow and solid load bearing CMUs are produced in accordance with ASTM C90.

CMU sizes generally refer to the nominal width of the unit (6”, 8”, 10” etc.). Actual dimensions are nominal dimensions reduced by the thickness of the mortar joint.

Concrete block construction can be reinforced, whereby reinforcing bars are placed vertically in the cells and those cells are filled with grout to create a composite section analogous to reinforced concrete. If all cells, both unreinforced and reinforced, are filled with grout, the construction is referred to as fully grouted. If only the reinforced cells are grouted, the construction is referred to as partially grouted. Horizontal reinforcing may be placed in the wall via a bond beam, which is always grouted. Ladder reinforcement may also be placed in the mortar bed between courses. Grout typically conforms to ASTM C476 and has a compressive strength of at least 2,000 psi. Concrete masonry units have a compressive strength which may range from 1,250 to over 4,800 psi, although the maximum specified compressive strength of the assembled masonry will generally not exceed 3,000 psi.

2.1.3.2 MortarMortar is the product which is used in the construction of reinforced and non-reinforced unit masonry structures. The role of mortar when hardened in the finished structure is to transfer the compressive, tensile and shear stresses between the units. Mortar consists of a mixture of cementitious material, aggregate and water combined in accordance with ASTM C270. Either a cement/lime mortar or a masonry

mortar, each in four types, can be used under this specification.

Since mortar plays a significant role in the structural integrity of the masonry wall, it is important to understand how power-actuated fasteners interact with the structure. Within a masonry structure there are designated joint locations. The proximity of a power-actuated fastener to one of these locations must be considered in the design of the fastening. Product specific guidelines are provided within the guide.

2.1.3.3 GroutACI defines grout as “a mixture of cementitious material and water, with or without aggregate, proportioned to produce a pourable consistency without segregation of the constituents”.

Nominal Size(usually fictitious)

Modular Size(actual)

7 5\8"

7 5\8"8"

16"

8"

15 5/8"

Nominal Minimum face-shell Minimum webWidth of Unit ThicknessA ThicknessA

in. (mm) in. (mm) in. (mm)3 (76) and 4 (102) 3/4 (19) 3/4 (19)6 (152) 1 (25) 1 (25)8 (203) 1-1/4 (32) 1 (25)10 (254) 1-3/8 (35) 1-1/8 (29)

1-1/4 (32)B

≥12 (305) 1-1/2 (38) 1-1/8 (29)1-1/4 (32)B

Adapted from ASTM C 90.A Average of measurements on three units taken at the thinnest

point.B This face-shell thickness is applicable where the allowable design

load is reduced in proportion to the reduction in thickness from the basic face-shell thickness shown.

Average CompressiveStrength at 28 Days,

Min psi (MPa)Mortar Type

Cement-Lime M 2500 (17.2)S 1800 (12.4)N 750 (5.2)O 350 (2.4)

Masonry Cement M 2500 (17.2)S 1800 (12.4)N 750 (5.2)O 350 (2.4)


Base Materials 2.1


The terms grout and mortar are frequently used interchangeably but are, in actuality, not the same. Grout need not contain aggregate (mortar contains fine aggregate). Grout is supplied in a pourable consistency where mortar is not. Grout fills voids while mortar bonds elements together.

Grout is used to fill space or cavities and provide continuity between building elements. In some applications, grout will act in a structural capacity, such as in unreinforced masonry construction.

Grout, in regards to power-actuated fastenings, is specified by the design official. When power-actuated fasteners are tested for the development of design values, the grout is specified according to applicable ASTM standards. Design engineers are encouraged to become familiar with the characteristics of the grout used in performance testing to better understand the applicability of the design loads published in this guide to the actual jobsite.

2.1.4 Gypsum WallboardGypsum wallboard consists of an incombustible core, essentially gypsum, surfaced with paper firmly bonded to the core. It is made in flat sheets 4 feet by 8 feet or larger, and from 1/4” to 5/8” thick in accordance with ASTM C 1396/C 1396M.

Gypsum wallboard is attached to the wall studs and ceiling joints in residential and commercial building to form the base for the finished wall or ceiling treatment.

Gypsum wallboard does not have the capacity to accept high loads. Hilti offers several screw fasteners designed for attachment of gypsum wallboard to light gauge steel framing. Gypsum wallboard is not a suitable material for use with power-actuated fasteners.

2.1.5 Light Gauge Steel FramingLight gauge steel framing uses cold-formed steel sections for the construction of walls, floors and roofs. The framing members have industry standard dimensions similar to wood framing studs. There are a large variety of shapes and sizes available for both residential and commercial markets. Framing members are generally produced in C-sections with thicknesses of 12 to 25 GA (0.1017 inch to 0.0188 inch) and varying widths. Other specialized shapes and connection components are also available from a variety of manufacturers. Design of light gauge steel framing is done in accordance with the American Iron and Steel Institute (AISI) Cold-Formed Steel Design Manual.

Power-actuated fasteners and self-drilling screws are commonly used in light gauge steel construction. Power-actuated fasteners are used to attach the light gauge steel to concrete and steel base materials. Self-drilling screws are

used to attach light gauge steel components as part of larger assemblies or systems.

Fasteners are typically evaluated without the steel elements. The elements should be evaluated separately based on applicable AISI design requirements. In some instances, such as steel deck diaphragms, deflection slip clips and perimeter wall track at edge of slab, power-actuated fasteners have been tested with the light gauge steel components as a system assembly and the corresponding data is provided in this Product Technical Guide.

2.1.6 SteelStructural steel is a critical building component which serves as the main structural support in many structures. Iron ore is processed and combined with other elements to produce different types of steel. Reference to a particular type of steel is usually made by ASTM standard. For example, ASTM A36 is the specification for what is usually referred to as A36 steel. Steel is hot-rolled into structural shapes that are available in different grades, with the grade corresponding to the yield strength. Common grades of structural steel include ASTM A36, which has a minimum yield strength of 36 ksi and ASTM A572, which is available in grades 42, 50, 55, 60 and 65. ASTM A992 is a high strength steel used extensively for wide flanged shapes.

The strength of steel is very important when selecting a power actuated fastener. The strength and thickness determine the resistance that must be overcome when setting the fastener. The power required to drive a fastener must be greater than the resistance. If the power and resistance are too high, the fastener could be damaged during the setting process. This is referred to as exceeding the application range for the fastener. For a given fastener, the application range is determined by its length, diameter, material strength and hardness.

2.1.7 Wood Structural PanelsThe wood structural panels are structural wood materials, plywood or OSB (Oriented Strand Board) used as part of shear walls with cold-formed steel framing members. Plywood is the original structural wood panel composed of thin sheets of veneer or plies which form the plywood in layers. OSB is manufactured through compressed strands arranged in layers of generally three or five. American Plywood Association performance standards set the minimum requirements for the manufacturing of the wood structural panels for the end use. Common thicknesses of the wood structural panels for shear wall sheathing are 3/8, 7/16, 15/32, 1/2, 19/32, 5/8, 23/32 and 3/4 inch. Wood structural panels shall comply with a national product standard such as DOC (US Department of Commerce) PS-1 or PS-2. Wood structural panels are available in different sizes and the most common size is 4 ft by 8 ft.


2.2 Evaluation of Test Data


2.1.8 Pre-tensioned/ Pre-stressed Concrete

Pre-tensioned/prestressed concrete is concrete that is cast around already tensioned tendons or strands. This method produces a good bond between the tendon and concrete, which both protects the tendon from corrosion and allows for direct transfer of tension. The cured concrete adheres and bonds to the bars and when the tension is released it is transferred to the concrete as compression by static friction. Most pre-tensioned/prestressed concrete elements are prefabricated in a factory and must be transported to the construction site, which limits their size.

Pre-tensioned/prestressed concrete poses a unique problem when power-actuated fasteners installed at deeper embedments (>1") are used. Installing into the concrete is typically not recommended unless a precise knowledge of the location of the tendons is known. Since locating the tendons can be tedious and expensive, and because typically, the clear cover over the tendons is known, power-actuated fasteners with embedments of less than the clear cover distance typically do not interfere with the tendons or strands.

2.1.9 Bonded Post-tensioned Concrete

Bonded post-tensioned concrete is a term used for a method of applying compression after pouring concrete and the curing process. This method is commonly used to create monolithic slabs. Slabs are created in-situ versus being manufactured at a plant. The same considerations for avoiding post-tensioning strands should be considered when using power-actuated fasteners.

2.1.10 AdmixturesChemical admixtures are the ingredients in concrete other than Portland cement, water and aggregate that are added to the mix immediately before or during mixing. Chemical admixtures are used to enhance the properties of concrete and mortar in the plastic and hardened state. These properties may be modified to increase compressive and flexural strength at all ages, decrease permeability and improve durability, inhibit corrosion, reduce shrinkage, accelerate or retard initial set, increase slump and workability, improve pumpability and finishability, increase cement efficiency, and improve the economy of the mixture. An admixture or combination of admixtures may be the only feasible means of achieving the desired results.

Testing of power-actuated fasteners is performed in concrete without admixtures. Designers should take into consideration the affects of admixtures to the concrete when determining the applicability of particular power-actuated fasteners.

2.2.1 Developing Fastener Performance Data

Power-actuated fastener testing at Hilti is conducted in accordance with ASTM E 1190 Standard Test Methods for Strength of Power-Actuated Fasteners Installed in Structural Members unless otherwise noted in the corresponding load tables. Because of the wide variation in possible concrete reinforcing configurations found in construction, testing is typically performed in unreinforced concrete, which gives conservative results.

There are two methods of developing allowable loads; (1) apply an appropriate safety factor to the mean ultimate load as determined from a given number of individual tests, or (2) apply a statistical method to the test data which relates the allowable working load to the performance variability of the fastening.

2.2.2 Allowable LoadsHistorically, allowable loads for power-actuated fasteners were derived by applying a safety factor to the average ultimate value of test results. This approach is characterized by Eq. 2.2.1.

Eq. 2.2.1

Where:

F = mean of test data (population sample) v = safety factor

Statistical safety factors for power-actuated fasteners are generally calculated using ICC-ES AC70. The statistical safety factor is assumed to cover expected variations in field installation conditions and variation in power-actuated fastener performance from laboratory tests.

Note that statistical safety factors calculated per ICC-ES AC70 account for test data coefficient of variation, (i.e., each data point has its own safety factor based on the variability in the test data).

Fall = F

v


Corrosion 2.3


2.3.1 The Corrosion Process Corrosion is defined as the chemical or electrochemical reaction between a material, usually a metal, and its environment that produces a deterioration of the material and its properties (ASTM G 15). The corrosion process can be very complex and have many contributing factors that lead to immediate or delayed destructive results. In anchorage and fastener design, the most common types of corrosion are direct chemical attack and electro-chemical contact.

2.3.2 Types of Corrosion

2.3.2.1 Direct Chemical Attack Corrosion by direct chemical attack occurs when the base material is soluble in the corroding medium. One method of mitigating these effects is to select a fastener that is not susceptible to attack by the corroding chemical.

When selection of a base metal compatible with the corroding medium is not possible or economical, another solution is to provide a coating that is resistant to the corroding medium. These might include metallic coatings such as zinc or organic coatings such as epoxies or fluorocarbons.

2.3.2.2 Electrochemical Contact Corrosion

All metals have an electrical potential relative to each other and have been ranked accordingly to form the “electromotive force series” or galvanic series of metals. When metals of different potential come into contact in the presence of an electrolyte (moisture), the more active metal with more negative potential becomes the anode and corrodes, while the other metal becomes the cathode and is galvanically protected.

The severity and rate of attack will be influenced by:

a. Relative position of the contacting metals in the galvanic series,

b. Relative surface areas of the contacting materials and,

c. Conductivity of the electrolyte.

Galvanic Series of Metals and AlloysCorroded End (anodic, or least noble)MagnesiumMagnesium alloysZincAluminum 1100CadmiumAluminum 2024-T4Steel or IronCast IronChromium-iron (active)Ni-Resist cast ironType 304 Stainless (active)Type 316 Stainless (active)Lead tin soldersLeadTinNickel (active)Inconel nickel-chromium alloy (active)Hastelloy Alloy C (active)BrassesCopperBronzesCopper-nickel alloysMonel nickel-copper alloySilver solderNickel (passive)Inconel nickel-chromium alloy(passive)Chromium-iron (passive)Type 304 Stainless (passive)Type 316 Stainless (passive)Hastelloy Alloy C (passive)SilverTitaniumGraphite GoldPlatinumProtected End(cathodic, or most noble)

Source: IFI Fastener Standards, 6th Edition


2.3 Corrosion


The effects of electro-chemical contact corrosion may be mitigated by:

a. Using similar metals close together in the electromotive force series,

b. Separating dissimilar metals with gaskets, plastic washers or paint with low electrical conductivity. Materials typically used in these applications include:

1. High Density Polyethylene (HDPE)

2. Polytetrafluoroethylene (PTFE)

3. Polycarbonates

4. Neoprene/chloroprene

5. Cold galvanizing compound

6. Bituminous coatings or paint

Note: Specifiers must ensure that these materials are compatible with other anchorage components in the service environment.

c. Selecting materials so that the fastener is the cathode, most noble or protected component,

d. Providing drainage or weep holes to prevent entrapment of the electrolyte

2.3.2.3 Hydrogen Assisted Stress Corrosion Cracking

Often incorrectly referred to as hydrogen embrittlement, hydrogen assisted stress corrosion cracking (HASCC) is an environmentally induced failure mechanism that is sometimes delayed and most times occurs without warning. HASCC occurs when a hardened steel fastener is stressed (loaded) in a service environment which chemically generates hydrogen (such as when zinc and iron combine in the presence of moisture). The potential for HASCC is directly related to steel hardness. The higher the fastener hardness, the greater the susceptibility to stress corrosion cracking failures. Eliminating or reducing any one of these contributing factors (high steel hardness, corrosion or stress) reduces the overall potential for this type of fastener failure. Hydrogen embrittlement, on the other hand, refers to a potential damaging side effect of the steel fastener manufacturing process, and is unrelated to project site corrosion. Hydrogen embrittlement is neutralized by proper processing during fastener pickling, cleaning and plating operations, specifically by “baking” the fasteners after the application of the galvanic coating.

2.3.3 Corrosion ProtectionThe most common material used for corrosion protection of carbon steel fasteners is zinc. Zinc coatings can be uniformly applied by a variety of methods to achieve a wide range of coating thickness depending on the application. All things being equal, thicker coatings typically provide higher levels of protection.

An estimating table for the mean corrosion rate and service life of zinc coatings in various atmospheres is provided below. These values are for reference only, due to the large variances in the research findings and specific project site conditions, but they can provide the specifier with a better understanding of the expected service life of zinc coatings. In controlled environments where the relative humidity is low and no corrosive elements are present, the rate of corrosion of zinc coatings is approximately 0.15 microns per year.

Zinc coatings can be applied to fasteners by different methods. These include (in order of increasing coating thickness and corrosion protection):

a. ASTM B 633 – Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel

b. ASTM B 695 – Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel

c. ASTM A 153 – Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

d. Sherardizing Process – Proprietary Diffusion Controlled Zinc Coating Process

Atmosphere Mean Corrosion RateIndustrial 5.6 µm/yearUrban Non-Industrial or Marine

1.5 µm/year

Suburban 1.3 µm/yearRural 0.8 µm/yearIndoors Considerably less

than 0.5 µm/year

Source: ASTM B 633 Appendix X1. Service Life of Zinc


Corrosion 2.3


2.3.3.1 Suggested Corrosion Resistance

Use of SAE 316 stainless steel in environments where pitting or stress corrosion is likely should be avoided due to the possibility of sudden failure without visual warning. Fastenings in these applications should be regularly inspected for serviceability condition. See chart below.

2.3.4 Test MethodsVarious test methods have been used in the development of Hilti fastening systems to predict performance in corrosive environments. Some of the internationally accepted standards and test methods used in these evaluations are:

a. ASTM B 117 Standard Practice for Operating Salt Spray (Fog) Apparatus

b. ASTM G 85 Standard Practice for Modified Salt Spray (Fog) Testing

c. ASTM G 87 Standard Practice for Conducting Moist SO2 Tests

d. DIN 50021 – SS Salt Spray Testing (ISO 3768)

e. DIN 50018 2,0 Kesternich Test (ISO 6988) Testing in a Saturated Atmosphere in the Presence of Sulfur Dioxide

2.3.5 Hilti Direct Fastening Systems

2.3.5.1 Power-Actuated Fasteners

Hilti carbon steel power-actuated fasteners are typically zinc plated to a minimum thickness of 5 µm for limited corrosion resistance and intended for interior, dry condition use. Another method used to resist corrosion for the Hilti carbon steel ENP series decking fasteners is the use of the stainless steel SDK2 sealing cap with an integrated neoprene seal. Please reference Section 3.5.1.3.1.

Hilti also manufactures stainless steel X-CR powder-actuated nails and threaded studs. The X-CR fasteners are made from a proprietary material with corrosion resistance equivalent to AISI 316 material, but with higher strength and hardness.

Because carbon steel power-actuated fasteners are hardened, they can be susceptible to HASCC. It is, therefore, important to evaluate the suitability of the application prior to use, if the environment may be corrosive. If in doubt, stainless steel X-CR fasteners are recommended.

2.3.5.2 Screw FastenersReference Section 3.6.1.6 for corrosion guidelines for screw fasteners. Hilti carbon steel screw fasteners are available with three different types of coatings:

a. Phosphate and oil (black oxide)

b. Zinc electroplated

c. Kwik-Cote

Black oxide offers the lowest resistance to corrosion and generally restricts use to interior finishing applications. Hilti Kwik-Cote is a proprietary co-polymer organic coating that helps protect against galvanic corrosion in a manner similar to zinc. Zinc electroplating is in accordance with ASTM B 633 SC 1 Type III to a minimum thickness of 5 µm. Hilti provides the proprietary Kwik-Cote organic coating on certain types of standard carbon steel screws and all Kwik-Flex screws. Bi-metal Kwik-Flex stainless steel screws (300 series) and sealing washers are available on a special order basis.

Warning: Because of the potential for HASCC failures, standard hardened carbon steel fasteners are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For screws that are resistant to HASCC, consider using Hilti Kwik-Flex screws or Hilti Bi-Metal Kwik-Flex Screws.

Corrosion Resistance Typical Conditions of UsePhosphate and Oil Coatings (Black Oxide)

• Interiorapplicationswithoutanyparticular influence of moisture

Zinc electro-plated 5 – 10 µm (ASTM B 633, SC 1, Type III)

• Interiorapplicationswithoutanyparticular influence of moisture

Organic Coatings – KwikCote≥17.8µm

• Ifcoveredsufficientlyby noncorrosive concrete

Mechanically deposited zinc coating 40 – 107 µm

• Interiorapplicationsindampenvironments and near saltwater (ASTM B 695)

Hot-Dip Galvanizing (HDG) > 50 µm (ASTM A 153)

Sherardizing Process > 50 µm

• Exteriorapplicationsinonlyslightly corrosive atmospheres

Stainless Steel (AISI 303 / 304)

• Interiorapplicationswhereheavy condensation is present

• Exteriorapplicationsin corrosive environments

Stainless Steel (AISI 316) •Nearsaltwater• Exteriorcorrosiveenvironments


2.3 Corrosion


2.3.6 ApplicationsIt is difficult to offer generalized solutions to corrosion problems. An applications guide can be useful as a starting point for fastener material selection. The specifier should also consult:

a. Local and national building code requirements (e.g., IBC, IRC)

b. Standard practice manuals for specific types of construction (e.g., ACI, PCI, AISC, PCA, CRSI, AASHTO, NDS/APA)

c. Manufacturers of structural components

d. Hilti technical support

2.3.6.1 General Applications8

1 Refer to ACI 318 Chapter 4 – Durability Requirements2 Refer to ACI 530.1 Section 2.4F – Coatings for Corrosion Protection3 Refer to SDI “A Rational Approach to Steel Deck Corrosion Protection”4 Refer to Factory Mutual Approval Standard Class No. 4450 Section 5.4 5 Refer to Factory Mutual Approval Standard Class No. 4470 Section 5.66 Refer to ICC Evaluation Services Acceptance Criteria 24 – Exterior Insulation and Finish Systems7 Refer to PCI Parking Structures: Recommended Practice for Design & Construction – Chapters 3, 5 and Appendix8 General guidelines address environmental corrosion (direct chemical attack). Additional considerations should be taken into account when

using hardened steel fasteners susceptible to HASCC. The reference to "non-safety critical" is intended to distinguish applications where failure of the attachment will not create any potential safety risks or significant damage.

Application Conditions Fastener Recommendations

Structural steel components to concrete & masonry (interior connections within the building envelope not subjected to free weathering)1, 2

Interior applications without condensation Galvanic zinc plating

Interior applications with occasional condensation HDG or Duplex Coated

Structural steel components to concrete & masonry (exterior connections subjected to free weathering)1,2

Slightly corrosive environments HDG or Duplex Coated

Highly corrosive environments Stainless steel

Zinc coated or painted metal decking to steel beam / joist connections with roof membrane or cover3, 4, 5

Interior applications without condensation Galvanic zinc plating or Kwik-Cote

Exposed deck applications subject to free weath-ering3, 4, 5

With sealing washers (SDK2) Galvanic zinc plating

Without sealing washers (SDK2) X-CR

Composite deck applications (steel connections with concrete overlayment)1

Covered sufficiently by non-corrosive concrete Galvanic zinc plating

Insulation fastenings / EIFS fastenings6 Applications without condensation Galvanic zinc plating or Kwik-Cote

Applications with condensation X-CR

Temporary formwork, erection bracing and short-term scaffolding

Interior applications Galvanic zinc plating

Exterior applications HDG or Duplex Coated

Parking garages / parking decks subject to peri-odic application of de-icers including chloride solutions7

Non-safety critical HDG, Duplex Coated or X-CR1

Safety critical Stainless steel1

Road / bridge decks subject to periodic applica-tion of de-icers including chloride solutions

Non-safety critical HDG or Duplex Coated

Safety critical Stainless steel


Corrosion 2.3


2.3.6.2 Special ApplicationsThese application charts are offered as general guidelines.4 Site specific conditions may influence the decision.

1 Steel selection depends on safety relevance2 Must electrically isolate fastener from contact with concrete reinforcement through use of adhesive or epoxy anchoring system,

gasket or plastic washer with low electrical conductivity3 Refer to APA Technical Note No. D485D and AF & PA Technical Report No. 74 General guidelines address environmental corrosion (direct chemical attack). Additional considerations should be taken into

account when using hardened steel fasteners susceptible to HASCC. The reference to "non-safety critical" is intended to distin-guish applications where failure of the attachment will not create any potential safety risks or significant damage.

Application Conditions Fastener Recommendations

Aluminum fastenings (flashing / roofing acces-sories, hand rails, grating panels, sign posts and miscellaneous fixtures)

Interior applications without condensation Galvanic zinc plating or Kwik-Cote

Exterior applications with condensation Stainless steel, X-CR

Water treatment Not submerged HDG, Duplex Coated or Stainless steel

Submerged Stainless steel2

Waste water treatment Not submerged HDG, Duplex Coated or Stainless steel

Submerged Stainless steel2

Marine (salt water environments, shipyards, docks, off-shore platforms)

Non-safety critical or temporary connections HDG, Duplex Coated or X-CR

High humidity with the presence of chlorides – splash zone

Stainless steel1

On the off-shore platform or rig Stainless steel or X-CR

Indoor swimming pools Non-safety critical HDG or Duplex Coated, X-CR

Safety critical or subjected to high concentrations of soluble chlorides

Stainless steel1

Pressure / chemically treated wood3 Above grade HDG

Below grade Stainless steel, X-CR

Power plant stacks / chimneys Non-safety critical HDG or Stainless steel

Safety critical or subjected to high Stainless steel, X-CR1

Tunnels (lighting fixtures, rails, guardposts) Non-safety critical HDG, Stainless steel or X-CR

Safety critical Stainless steel1

Direct Fastening Systems

3.1 Direct Fastening Terminology & Applications


3.1.1 Direct Fastening Terminology

Indicates Collated Fastener2

(strips of 10)X-U 37 P8 MX X-W6 20 22 FP8

Fastener Nomenclature Stud Nomenclature

Fastener Series1

Thread Size (mm)

Thread Length (mm)

Washer Type1 and Diameter (mm) Washer Type1 and

Diameter (mm)

Shank Length(mm)

Shank Length(mm)

1. P = Plastic washer S = Steel washer D = Double washer (1 plastic, 1 steel) L = Double washer (both steel) DP = Double washer (both plastic) FP = Plastic ferrule and guide washer

2. “MX" at the end of fastener name indicates fasteners collated in strips of 10

Thread Size

Thread Length

WasherWasher Shank Diameter Shank Diameter

DX = Hilti Powder-Actuated Direct Fastening Systems

GX = Hilti Gas-Actuated Fastening Systems

Characteristics of Steel and Other Metals

Fu = specifiedminimumultimatetensilestrengthofmetals, ksi (MPa)

Fy = specifiedminimumyieldstrengthofmetals,ksi(MPa)

Characteristics of Concrete and Masonry

fc = concrete compressive strength as measured by testing of cylinder, psi (MPa)

f’c = specifiedconcretecompressivestrength,psi(MPa)

Fastening Details

cmin = minimum edge distance, in. (mm)

dnom = nominal fastener shank diameter, in. (mm)

D = thread diameter for threaded studs, in. (mm)

hET = penetration of the fastener point below the top surface of the base material, in. (mm)

hNVS = nailhead stand-off above the surface fastened into. For nails, this is the surface of the fastened material. For threaded studs, the surface of the base material, in. (mm)

Ls = shank length of fastener, in. (mm)

smin = minimum fastener spacing, in. (mm)

tI = thickness of the fastened material, in. (mm)

ΣtI = total thickness of the fastened material, where more than one layer fastened, in. (mm)

tII = thickness of the base material, in. (mm)

Tmax = maximum tightening torque, ft-lb (Nm)

Steel Deck Fastening Systems1

t f = flangethicknessofbeamorbarjoistforsteel deck fastening applications, in. (mm)

F = diaphragmflexibilityfactor,in./lb (mm x 10-6/N)

G’ = diaphragm shear stiffness lb/in. (N/mm x 10-6)

q = allowable diaphragm shear, plf (N/mm)

Qf = fastener strength, panel to frame, lb (kN)

Sf = fastenerflexibilityfactor,paneltoframe, in./kip (mm/kN)

X-HVB Shear Connector

hr = nominal rib height, in. (mm)

Hs = connector height, in. (mm)

Nr = number of connectors in one rib

q = allowable shear strength, lb (kN)

Qn = nominal shear strength, lb (kN)

Rg = coefficienttoaccountforgroupeffect

Rp = position effect factor for shear connectors

wr = average width of rib, in. (mm)

Ycon = distance from top of steel beam to top of concrete slab, in. (mm)

Screw Fastening Systems2

L = length of screw, in. (mm)

MT = maximum thickness of all attachments to be fastened, including the base material, in. (mm)

Pss = nominal shear strength (resistance) of screw, lb (kN)

Pts = nominal tension strength (resistance) of screw, lb (kN)

1MoredetaileddefinitionsforSteelDeckFasteningSystemscanbefoundonpage88.

2 Terminology for screw fastener head styles (e.g. hex washer head (HWH)) can be found on page 144.

Direct Fastening Systems

Direct Fastening Terminology & Applications 3.1


Power-actuated fastening systems are recognized as a safe, acceptable and cost effective method of making instantaneous fastenings into various construction base materials such as concrete, steel and masonry. Power-actuated fastening technology uses either powder cartridges (blank cartridges) or compressed gas canisters. Without the need for external power sources, it is portable, fast and lightweightallowingforreliablefasteningsindifficultaccessareas on today’s construction sites.

Screw fastening systems are commonly used for the attachment to cold-formed steel members. Self-drilling screws allow for direct attachment without the need for additional equipment such as a drill bit or welding machine making screw fastening portable, fast and lightweight.

Akeybenefittousingdirectfasteningsystemsisincreasedproductivity for the end user due to the speed of making fastenings vs. drilling and anchoring or welding. Fastenings are easily inspected and suitable for all trades in a variety of applications.

3.1.2 Benefits of Direct Fastening Systems

3.1.3 Common Direct Fastening ApplicationsGeneral Fastenings to Concrete

Reference Sections 3.2.2, 3.2.3 and 3.2.8

General Fastenings to Steel

ReferenceSections 3.2.2, 3.2.3 and 3.2.9

Perimeter Wall Applications- Deflection Slip Clips- Steel Framing Track ReferenceSection 3.2.4

Wood Panel Sheathing

ReferenceSection 3.2.5

Interior Partition Walls (Drywall)


Wood Sill Plate Attachment


ElectricalGrounding

Reference Section 3.2.10

Pipe Hangers


Cable & Conduit Attachment


Thermal InsulationAttachment


Ceiling Hangers

ReferenceSection 3.3

Grating & Checkerplate Attachment


Steel Deck Attachment


Steel Deck Sidelap Attachment

Reference Sections 3.5 and 3.6

Light Steel Framing Connections


General Construction Fastening Systems

3.2.1 General Construction Fastener Design & Selection

16 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2011

3.2.1.1 Fastening to Concrete

When a powder or gas-actuated fastener is driven into concrete, the concrete around the fastener shank is displaced. This displaced concrete compresses against the shank creating a friction hold. In addition, heat generated during the driving process causes a sintering of the concrete to the fastener.

A fastener driven into concrete is influenced by the following factors:

• Depth of penetration• Compressive strength

of the concrete• Fastener spacing and

edge distance• Fastener shank diameter• Concrete aggregate

3.2.1.1.1 General Suitability

Fastener point magnified at sintering zone

Sintering ZoneCompression

Zone

3.2.1.1.3 Compressive Strength of Concrete/Aggregate HardnessGenerally, as the concrete compressive strength increases, so does the fastener’s load capacity (1). However, very high compressive strength and aggregate hardness decrease the possibility of making a successful fastening (2).

Concrete Compressive StrengthOptimum 2000 – 6000 psi (14-41 MPa)Maximum 8500 psi (55 MPa)*

* May require predrilling with DX-Kwik system (Section 3.2.1.1.10)

Cmin = Min. Edge Distance1

Smin = Min. Fastener Spacing2

t II = Min. Concrete Thickness = 3 x Fastener Penetration Depth3

1 Unless otherwise noted in corresponding load tables (e.g. sill plate application).

2 Unless otherwise noted in corresponding load tables (e.g. perimeter wall applications).

3 Unless otherwise noted in corresponding load tables (e.g. lightweight concrete over metal deck applications).

3.2.1.1.4 Fastener Spacing, Edge Distance & Base Material Thickness Requirements for Concrete

Dep

th o

f Pe

netra

tion

Smin Cmin

t II

Nail Shank Diameterdnom in. (mm) Cmin in. (mm) Smin in. (mm)

0.118 (3.0) (X-GN) 2-3/8 (60) 2-3/8 (60)

0.138 (3.5) (X-C) 2-3/4 (70) 2-3/4 (70)

0.145 (3.7) (X-CR) 2-3/4 (70) 2-3/4 (70)

0.157 (4.0) (X-U) 2-3/4 (70) 2-3/4 (70)

0.177 (4.5) (X-AL-H) 2-3/4 (70) 2-3/4 (70)

0.177 (4.5) (DS) 3-1/8 (80) 3-1/8 (80)0.205 (5.2) (W10) 4 (104) 4 (104)

3.2.1.1.2 Depth of Penetration into ConcreteGenerally, as the fastener penetration increases, so does the load capacity (1). However, a penetration depth which is too shallow or too deep may cause an increase in fastening failure (2).Depth of Penetration Guide1

Material Typical Sprinkler Installations with W10 Stud Only

Concrete block and joints

3/4" to 1"–

(19 to 25 mm)Average concrete (2000-4000 psi)

3/4" to 1-1/4" 1" to 1-5/8"(19 to 32 mm) (25 to 41 mm)

Precast or prestressed concrete (5000 psi +)

3/4" to 1" 1" to 1-1/4"(19 to 25 mm) (25 to 32 mm)

1 For allowable load capacities at specific embedment depths refer to specific product sections.

3.2.1.1.5 Maximum Tightening TorqueMaximum Tightening Torque, Tmax, for Threaded Studs Driven into Concrete, ft-lb (Nm)

Stud TypeX-W6 X-CR W6 W10

3.0 (4.0) 3.0 (4.0) 4.5 (6.0)


General Construction Fastener Design & Selection 3.2.1

Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2011 17

3.2.1.1.6 Fastener Locations when Installing into Lightweight Concrete over Metal Deck

Figure 2 – Hilti Fastener Location in 1-1/2" Deep Composite Floor Deck Normal Deck Profile Orientation

3,000 psi Lightweight Concrete

Hilti Power-Driven Fastener

Form Deck

Upper Flute Location

Lower Flute LocationDirection of tension load on fastener

Direction of shear load on fastener

7/8"Edge Distance

min. 2-1/2"6"

1-3/4"

3-1/2"

1-1/2"2-1/2"

Figure 3 – Hilti Fastener Location in 1-1/2" Deep Composite Floor Deck Inverted Deck Profile Orientation



Form Deck


Lower Flute Location Direction of tension load on fastener


1-3/4"Edge

Distance

min. 2-1/2"6"

1-3/4"

3-1/2"

1-1/2"

Figure 1 – Hilti Fastener Location in 3" Deep Composite Floor Deck Normal Deck Profile Orientation



Form Deck

Lower Flute LocationUpper Flute Location

Direction of tension load on fastener


1-1/8"Min. Edge Distance

min. 3-1/4"

12"

4-1/2" min. 7-1/4" min.

4-1/2" min.

3"




Bending moments on power-actuated fasteners installed in concrete and masonry base materials can be minimized through proper design detailing and installation practice. Proper design should include redundancy with multiple fastening points instead of single-point fastenings, in order to distribute bending moment effects among multiple fasteners. Installation of threaded rod coupler hangers on powder-actuated threaded studs should be done with the coupler run down over the stud shank and in contact with the concrete or masonry base material as depicted in the figure below. Care should be taken not to exceed the maximum torque discussed in Section 3.2.1.1.5.

Although no design equations are provided for determining equivalent bending moment loads on power-actuated fasteners, recommended allowable bending moments for threaded stud fasteners are provided in Section 3.2.8 based on testing with a safety factor of 2:1 for static loading.

Relatively small bending moments can contribute to a significant reduction in the overall fastening capacity and must be checked by the engineer.

3.2.1.1.7 Bending Moments on Power-Actuated Fasteners in Concrete

Combined loading of power-actuated fasteners installed in concrete can be treated with exponent α = 1 unless otherwise provided for the specific application (e.g. ceiling clips with power-actuated fasteners subjected to 45° loading).

(Ns / Nrec)α + (Vs / Vrec)

α ≤ 1.0

where:Ns = Applied Tension Load Nrec = Allowable Tension LoadVs = Applied Shear Load Vrec = Allowable Shear Load

3.2.1.1.8 Combined Loading of Power-Actuated Fasteners in Concrete

Power-actuated fastenings must be thought of in terms of a fastening system consisting of the power-actuated tool, cartridges or gas canister energy source and the fastener itself. Not all power-actuated fastening systems can achieve adequate embedment and proper clamping of the fastened part to the base material. The installer should start with the lowest power regulation and cartridge and work up until tight clamping is achieved. During installation of the fastener, the plastic guidance washer may be removed completely, partially or remain intact. Any of these scenarios would be considered acceptable, provided the attached material is clamped tightly to the base material and the specified embedment is achieved.

Installers should never “double-shoot” fastenings with excessive nail head stand-off in order to drive them deeper. This can create a safety hazard and break the bond or sintering between the fastener shank and the base material.

3.2.1.1.9 Fastener Clamping & Nailhead Stand-Off

Arrangements to reduce or prevent moment on shank:

Coupler tight against concrete

Non-symmetric arrangement:

• Moment on fastened part• Prying effect must be considered in determining loads acting on fastener

Arrangement causing moment to act on shank:

Coupler not tight against concrete




DX-KWIK is a method of fastening into concrete that combines the speed and portability of powder-actuated fastenings with the performance and consistency of anchors.

The DX-KWIK System requires a shallow, small diameter hole to be drilled into the concrete, then a powder-actuated fastener is driven through the hole into the concrete.

Product Features

Two very important fastening principles are achieved by using the DX-KWIK System:

• The fastener obtains its holding power in the concrete deeper than standard powder-actuated fasten-ings without pre-drilling

• Concrete stresses are distributed deeper below the concrete surface

DX-KWIK System Advantages

• Higher allowable loads• Ability to fasten into high-strength

concrete• Virtually eliminates concrete

surface spalls• More consistent fastening

TE 7 A Rotary Hammer Drill

DX-KWIK Fasteners

DX 460 Powder-Actuated Fastening Tool

3.2.1.1.10.1 Product Description

3.2.1.1.10.2 Installation Instructions

DX-Kwik Anchor Standard DX

23 mm*

5 mm Ø

1. Drill a hole into the concrete using a TX-C 5/23 special DX-KWIK Bit.

2. Insert the special high strength fastener into the DX tool leaving the fastener point protruding out.

Note:* 18 mm is typical drill

depth. A 23 mm bit is used for drilling through sheet metal and concrete simultaneously.

• Typically, DX-KWIK Fasteners are 47 mm minimum in length.

• As of publication date, only X-U series fasteners have been tested. Reference Section 3.2.2.3 for allowable load capacity table.

3. Using the required cartridge power drive the fastener into the concrete.

3.2.1.1.10 DX Kwik System




When a powder or gas-actuated fastener is driven into steel, the steel around the fastener shank is displaced. This displaced steel flows back around the shank and into the knurling creating a keying hold or, in the case of smooth shank fasteners, a friction hold. In addition, the local heat generated during the driving process causes partial fusion of the fastener to the steel.

A fastener driven into steel is influenced by the following factors:

• Base steel thickness• Tensile strength of base steel• Fastener spacing and

edge distance• Fastener shank diameter

Hol

ding

Pow

er

Steel Thickness

Optimum Thickness 3/8" to 1/2"

(10 to 12 mm)

Bas

e St

eel T

hick

ness

Base Steel Tensile Strength (x1000) psi

Application Range for Standard

Knurled Fasteners

3.2.1.2.3 Base Steel Thickness and Fastener Driving Distance Requirements

As the tensile strength of the base steel increases, the thickness of the base steel suitable for DX/GX fastenings decreases.

Optimal holding power is obtained when fastener point is driven to distance hET.

3.2.1.2 Fastening to Steel3.2.1.2.1 General Suitability

* The objective of this table is to ensure adequate through-penetration of the base steel. For load capacity of fasteners without through-penetration, refer to corresponding allowable load table and applicable footnotes for more details.

3.2.1.2.2 Fastener Spacing, Edge Distance & Base Material Thickness Requirements for Steel

Cmin = Min. Edge Distance = 1/2" (12 mm)1

Smin = Min. Fastener Spacing without reduction in performance = 1" (25 mm)1

t II = Min. Base Steel Thickness = 1/8" (3 mm)1 Unless otherwise noted (e.g. X-BT fastener)

Fastener TypeRecommended Driving Distance to Achieve

Optimal Tension Capacity, hET*in. mm

X-U 0.394 - 0.551 10 - 14X-U 15 0.464 - 0.539 11 - 14X-EW6H-xx-9 0.315 - 0.433 8 - 11EDS 0.472 - 0.669 12 - 17X-EGN 0.315 - 0.433 8 -11X-GHP 0.315 - 0.630 8-16X-EW10H-xx-14 0.512 - 0.630 13 - 16DS 0.669 - 1.063 17 - 27X-S13 P8THP 0.394 - 0.472 10 -12X-S16 P8TH > 0.433 > 11X-CR > 0.394 > 10X-AL-H 0.591 - 1.063 15 - 27

t II

CminSmin

tI

LS hET

LS = hET + t I

LS hET




Notes:1 X-U, DS or X-AL-H up to 62 mm long may be used in base steel up to 1/4" (6 mm) thick.2 If the application limit is exceeded, shank buckling can occur.3 Numbers in and represent fastener shank length in mm.4 Based upon a base steel tensile strength (Fu) of less than or equal to 70 ksi.

3.2.1.2.4 Recommended Fastener Lengths for Attaching Wood to Steel Base Material

Woo

d Th

ickn

ess

(mm

)

Fasteners

Application Limit

Up to 1/4" (6 mm)

Base Material Thickness

5/16" (8 mm) 3/8" (10 mm) 7/16" (11 mm) 1/2" (12 mm)

Application Limit FastenersX-UDSX-U X-AL-H

3.2.1.2.5 Recommendations for Attaching Steel to Steel Base Material

1 Directly fastened material ≤ 1/8" thick usually deforms with the displaced base material. This allows a tight fit between the fastened steel and base material without the need for pre-drilling.

t I ≤ 1

/8 in

. (3

mm

)

3.2.1.2.6 Maximum Tightening Torque

Tmax

Tightening-Torque

Tmax

Maximum Tightening Torque, Tmax, for Threaded Studs Driven into Steel, ft-lb (Nm)

Stud Type

X-EW6H X-EM8H X-EW10H X-CRM8 X-BT W6, W10 & M8

3.0 (4.1) 8.0 (10.8) 11.0 (14.9) 6.0 (8.1) 6.0 (8.1)




As with weld studs, bending moments on power-actuated fasteners installed in steel can be minimized through proper design detailing and installation practice. Proper design should include redundancy with multiple fastening points instead of single-point fastenings, in order to distribute bend-ing moment effects among multiple fasteners. Installation of threaded rod coupler hangers on powder-actuated threaded studs should be done with the coupler run down over the stud shank and in contact with the steel base material as depicted in the figure below. Care should be taken not to exceed the maximum torque discussed in Section 3.2.1.2.6.

Although no design equations are provided for determining equivalent bending moment loads on power-actuated fasten-ers, recommended allowable bending moments for threaded stud fasteners are provided in Section 3.2.9 based on testing with a safety factor of 2:1 for static loading

Relatively small bending moments can contribute to a significant reduction in the overall fastening capacity and must be checked by the engineer.

3.2.1.2.7 Bending Moments on Power-Actuated Fasteners in Steel

Combined loading of power-actuated fasteners installed in steel can be treated with exponent α = 1 unless otherwise provided for the specific application (e.g. powder-actuated fasteners for steel deck applications with diaphragm shear and tension uplift).

(Ns / Nrec)α + (Vs / Vrec)

α ≤ 1.0

where:Ns = Applied Tension Load Nrec = Allowable Tension LoadVs = Applied Shear Load Vrec = Allowable Shear Load

Hilti powder-actuated fasteners for attachment of steel decks (X-ENP-19 L15, X-EDN19 THQ12 and X-EDNK22 THQ12) have separate design equations for combined loading in the SDI Deck Diaphragm Design Manual, 3rd Edition (2006) and Appendix VI.

3.2.1.2.8 Combined Loading of Power-Actuated Fasteners in Steel

Arrangements to reduce or prevent moment on shank:

Arrangement causing moment to act on shank:

Coupler not tight against steel

Non-symmetric arrangement:

• Moment on fastened part• Prying effect must be considered in determining loads acting on fastener

Coupler tight against steel

Power-actuated fastenings must be thought of in terms of a fastening system consisting of the power-actuated tool, cartridges or gas canister energy source and the fastener itself. Not all power-actuated fastening systems can achieve adequate embedment and proper clamping of the fastened part to the base material. The installer should start with the lowest power regulation and cartridge and work up until tight clamping is achieved. During installation of the fastener, the plastic guidance washer may be removed completely, partially or remain intact. Any of these scenarios would be considered acceptable, provided the attached material is clamped tightly to the base material and the recommended hET as found in Section 3.2.1.2.3 is achieved.

Installers should never “double-shoot” fastenings with excessive nail head stand-off in order to drive them deeper. This can create a safety hazard and break the fusion bond between the fastener shank and the steel base material.

3.2.1.2.9 Fastener Clamping & Nailhead Stand-Off




Hilti Fastening ToolFastener Notes:● = SingleM = CollatedFasteners(magazinerequired)P8 = 8mmfastenerguiderequiredP10 = 10mmfastenerguiderequired

DX

E72

DX

35

DX

351

DX

36

DX

460

DX

450

DX

76

DX

600

N

2011 Product Technical

Guide

Fastener Application Section Numbers

Page Numbers

X-U Fastener For universal, high quality fastenings to concrete and steel: perimeter wall applications, form-ing, underfloor, trunking, thin metal brackets, angles, etc.

● ● ● ● ●3.2.2 3.2.3 3.2.4

27-32 33-35 36-40

X-UMXMagazine High-volume, repetitive fastenings to concrete and steel: perimeter wall applications, forming installation, etc. M M

3.2.2 3.2.3 3.2.4

27-32 33-35 36-40

DS/EDS Fastener For fastening to concrete (DS) and steel (EDS): perimeter wall applications, forming, underfloor, trunking, installation straps, thin metal brackets, angles, etc.

P10 ● ● 3.2.23.2.4

27-32 36-40

X-C Fastener A standard quality fastener for fastenings to concrete and CMU block ● ● ● ● ● 3.2.2 27-32

X-C MX Fastener Collated High volume repetitive fastenings to concrete and CMU block

M M 3.2.2 27-32

X-CR Corrosion Resistant Fastener

Corrosion resistance equivalent to SAE 316 stainless steel for exterior or corrosive environments

● ● ● ● ● 3.2.2 27-32

X-AL-H High-Strength Fastener

For high performance fastening to high strength concrete and steelNote: Special drive piston is required

● ● ● ● ● 3.2.2 27-32

X-NK Fastener c Fastenings to concrete and steel: forming, underfloor, trunking, installation straps, thin metal brackets, angles, etc.

● 3.2.2 27-32

X-CT Fastener Single & Collated

Removable fastenings for forming (concrete formwork, shuttering, etc) ● ● ● 3.2.2 27-32

BC Rebar Basket Clip

Rebar basket clip with pre-mounted fastener

● ● ● 3.2.2 27-32

c Available in Canada or by special order

3.2.1.3 Power-Actuated Fastener Selection Guide




Hilti Fastening ToolFastener Notes:● = SingleM = CollatedFasteners(magazinerequired)P8 = 8mmfastenerguiderequired D

X E

72

DX

35

DX

351

DX

36

DX

460

GX

120

ME

GX

120 2011

Product Technical Guide


Page Numbers

X-GPN 37 Gas actuated fastener for attaching wood structural panels to cold-formed steel framing. ● 3.2.5 41-42

X-S13 THP Fastener Fastening of drywall track to steel

● ● ● ● ● 3.2.23.2.6

27-32 43-46

X-U 15 Stepped-Shank Fastener

Fastening of light gauge steel to high strength steel. Available with or without collapsible metal top hat washer. Collated magazine version is also available.

● P8 ●3.2.23.2.43.2.6

27-3236-40 43-46

X-S16 Fastener Fastening of drywall track to steel

● ● ● ● ● 3.2.23.2.6 43-46

X-DW Fastener For attaching drywall track to concrete, CMU block or steel ● ● M ● M 3.2.6 43-46

X-GN/X-EGN Gas Fastener Collated

Gas-actuated fastener for attaching drywall track and light gauge steel to concrete, steel and CMU block

● ● 3.2.23.2.6

27-32 43-46

X-GHP Gas Fastener Collated

Gas-actuated hardened fastener specifically designed for attaching drywall track and light gauge steel to higher strength concrete.

● ● 3.2.23.2.6

27-32 43-46

X-CF Fastener An economical fastener made specifically for repetitive 2x4 fastenings to concrete ● ● ● 3.2.7 47-48

X-CP Fastener Thick mechanically plated fastener made specifically for fastening treated sill plates to concrete ● ● ● 3.2.7 47-48

X-CR-L Fastener Stainless steel fastener made specifically for fastening treated sill plates to concrete ● ● ● 3.2.7 47-48




Hilti Fastening ToolFastener Notes:● = SingleM = CollatedFasteners(magazinerequired)P8 = 8mmfastenerguiderequiredP10 = 10mmfastenerguiderequired

DX

E72

DX

35

DX

351

DX

36

DX

460

GX

120

ME

DX

600

N


Guide


Page Numbers

X-W6 – 1/4" Threaded Stud

Installation of electrical clips and clamps, lamps and lighting as well as switch boxes and control cabinetsAvailable in stainless steel

P8 P8 P8 P8 P8 3.2.8 49-51

W10 – 3/8" Threaded Stud

Holder brackets, pipe hangers and cable trays, to concrete

P10 ● 3.2.8 49-51

X-EW6H – 1/4" Threaded Stud

Fastening of light brackets, electrical clamps, rings and channels to steel P8 P8 P8 P8 P8 3.2.9 52-54

X-EW10H – 3/8" Threaded Stud

Fastening pipe hangers, cable trays, air ducts, brackets and channels to steel P10 ● 3.2.9 52-54

X-BT Threaded Stud

Fastening pipe hangers, cable trays, air ducts, brackets and channels to steel. Also used as electrical grounding stud.

●BT

Tool

3.2.93.2.10

52-5455-59

X-RH Rod Hanger

For suspending electrical metal tubing (EMT) from concrete or steel ● ● ● ● ● 3.2.11 60-64

X-HS Threaded Rod Hanger

For suspending ceilings, sprinkler pipes, mechanical (HVAC) and electrical components with 1/4" and 3/8" threaded rods

● ● ● ● ● 3.2.11 60-64

X-HS MX Threaded Rod Hanger

Hanger system using 1/4" threaded rod for light cable trays, etc. ● ● ● 3.2.11 60-64

X-EMTC/BX Conduit & Cable Clip

Thin wall conduit and armored cable clips with pre-mounted fasteners ● ● ● ● 3.2.11 60-64

X-EMTC/BX MX Conduit & Cable Clip

Thin wall conduit and armored cable clips for use with magazine tools ● ● ● 3.2.11 60-64




Hilti Fastening ToolFastener Notes:● = SingleM = CollatedFasteners(magazinerequired)P8 = 8mmfastenerguiderequired D

X E

72

DX

35

DX

351

DX

36

DX

460

GX

120

ME


Guide


Page Numbers

X-EMTSC MX Stand-Off Conduit Clip

For stand-off conduit applications

● ● ● 3.2.11 60-64

X-ECH Cable Holder

For suspending cable from concrete or steelNote: Requires ECH adapter. ● ● 3.2.11 60-64

X-EKB MX Cable Clamp

For clamping cable to concrete or steel

● ● ● 3.2.11 60-64

X-ECT MX Cable Tie Fastener

For cable tie applications. To be used with magazine tools and non-Hilti supplied cable tie. ● ● ● 3.2.11 60-64

X-IE Insulation Fastener

For attaching EPS insulating boards to concrete and steelNote: Requires X-IE Conversion Kit ● 3.2.12 65-66

X-SW Soft Washer

For fastening thin or easily damaged materials to concrete or steel ● ● ● ● ● 3.2.12 65-66

Ceiling Fastening Systems

For hanging lay-in panel or acoustical suspended ceilings

Reference individual section for tool information. 3.3 67-76

Grating & Checkerplate Fastening Systems

For fastening grating and checkerplate for marine and industrial environments Reference individual section

for tool information. 3.4 77-87

Steel Deck Fastening Systems

For fastening steel deck panels to bar joists and structural steel, as well as steel deck panel to panel at the sidelap

Reference individual section for tool information. 3.5 88-141

Self-Drilling Screw Fasteners

For cold-formed steel connections and gypsum, wood and other materials to cold-formed steel Reference individual section

for tool information. 3.6 142-162


General Application Fasteners 3.2.2


3.2.2.1 Product Description

3.2.2.2 Material Specifications

3.2.2.3 Technical Data

3.2.2.4 Ordering Information

X-U* Premium Series Universal high performance fastener designed for applications in both concrete and steel of either high strength or standard strength. Shank diameter is consistent through the fastener offering at 0.157". X-U fastener lengths range from 5/8" through 2-7/8" and are available as single fasteners (P8) or collated (MX) in strips of 10. Specific size single X-U fasteners can be pre-mounted with either 15 mm or 36 mm steel washers. There is also a metal “tophat" (TH) version as well for the 5/8", 3/4" and 1" lengths. All X-U fasteners have a unique twist knurling reaching 7/8" from the tip up the shank.

X-C Standard Series The X-C series of fasteners is a cost effective solution for applications in concrete and masonry and is best suited for concrete hardness less than or equal to 4000 psi. This fastener is not suited for fastening to steel base materials. Fastener lengths range from 3/4" through 2-7/8" with a shank diameter of 0.138". X-C fasteners are offered in a single (P8) fastener version as well as in collated (MX) strips of 10. Pre-mounted washers are also available in 23 mm and 36 mm diameters on specific length non-collated fasteners.

X-S13 Steel Fastener The X-S13 is a low cost fastener for steel. It has a 0.145" smooth shank diameter and is offered in a 1/2" length only. The X-S13 comes collated (MX) in strips of 10 or singly with a plastic “tophat” (THP). This fastener is ideally suited for fastening drywall track to standard strength steel and is discussed further in Section 3.2.6 Drywall Track Fastening Systems.

X-GN/X-GHP/X-EGN The collated fastener line for Hilti’s gas-actuated tools. Designed for applications in Interior Finishing, Mechanical and Electrical Trades, these fasteners are used for fastenings in concrete and masonry (X-GN standard, X-GHP premium) and steel (X-EGN and X-GHP premium). For more details refer to Section 3.2.6 Drywall Track Fastening Systems.

DS/EDS Fastener Series The DS series fastener is a high performance fastener of 0.177" shank diameter suitable for both concrete and steel applications. It is offered in a single fastener version only with a 10 mm dome head design and a 10 mm guidance washer. Available lengths are 3/4" through 4-5/8". Knurling is offered on 3/4" and 7/8" lengths; designated as EDS and ideally suited for steel applications.

X-U 15 Steel Fastener The X-U 15 is a premium, high performance fastener designed specifically for attachments to steel (e.g. drywall track, tagging, etc.). It is offered in a 0.145" shank diameter and 5/8" length with a unique step shank design as either single fasteners with metal tophat or collated (MXSP) in strips of 10.

X-CR Fastener Series X-CR is a high performance, corrosion resistant fastener equivalent to SAE 316 stainless steel. This fastener is ideally suited for applications where corrosion is a concern whether on concrete or steel base materials. The X-CR is offered as a single (P8) fastener in lengths from 5/8" through 2-1/8". Shank diameter for these fasteners is 0.145" for shank lengths less than 1-3/4" and 0.157" for longer fasteners.


Listings/ApprovalsICC-ES (International Code Council) ESR-2269 (X-U & X-U 15) ESR-1663 (DS, X-C, EDS, X-AL-H & X-CR)COLA (City of Los Angeles) RR 25675 (X-U & X-U 15) RR 25646 (DS, X-C, EDS, X-AL-H & X-CR)

X-U Universal Fastener*

X-C DS X-CR

X-S13 EDS X-U 15

* More details about the innovative X-U fastener can be found in Section 3.2.3.


3.2.2 General Application Fasteners


3.2.2.2 Material Specifications1 The 5 μm zinc coating is in accordance with

ASTM B 633, SC 1, Type III.2 Most fasteners have a plastic washer for

guidance when installing. Not all fastener lengths have a pre-mounted steel washer. Refer to Section 3.2.2.4 for more information on available fasteners.

3. The X-CR fastener material is a proprietary material, which provides a corrosion resistance equivalent to SAE 316 stainless steel. The steel washer material is SAE 316 stainless steel.

4. Available in Canada or by special order.

Fastener Designation

Fastener Material

Fastener Plating1

Steel Washer or Clip Plating1,2

Washer or Clip Plating1,2

X-U* Carbon Steel 5 μm Zinc Carbon Steel 5 μm ZincDS/EDS Carbon Steel 5 μm Zinc N/A N/A

X-C Carbon Steel 5 μm Zinc Carbon Steel 5 μm ZincX-CR3 SAE 316 N/A SAE 316 N/A

X-GN/X-GHP/X-EGN Carbon Steel 2-8 μm Zinc N/A N/AX-AL-H Carbon Steel 5 μm Zinc N/A N/A

X-NK/ENK4 Carbon Steel 5 μm Zinc Carbon Steel 5 μm ZincX-CT Forming Nail Carbon Steel 5 μm Zinc N/A N/A

BC X-C Carbon Steel 5 μm Zinc Carbon Steel 5 μm Zinc

3.2.2.3 Technical DataAllowable Loads in Normal Weight Concrete 1, 3

Description Fastener Shank Diameter in. (mm)

Minimum Embedment

in. (mm)

Concrete Compressive Strength2000 psi 4000 psi 6000 psi

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Universal Knurled Shank Fasteners X-U* 0.157 (4.0)

3/4 (19) 100 (0.44) 125 (0.57) 100 (0.44) 125 (0.57) 105 (0.47) 205 (0.91)1 (25) 165 (0.73) 190 (0.85) 170 (0.76) 225 (1.00) 110 (0.49) 280 (1.25)

1-1/4 (32) 240 (1.07) 310 (1.38) 280 (1.25) 310 (1.38) 180 (0.80) 425 (1.89)1-1/2 (38) 275 (1.22) 420 (1.87) 325 (1.45) 420 (1.87) – –

X-U 47 P8 with DX-Kwik X-U2 0.157 (4.0) 1-1/2 (38) – – 395 (1.76) 405 (1.80) 360 (1.60) 570 (2.54)

Standard Fastener X-C 0.138 (3.5)

3/4 (19) 45 (0.20) 75 (0.33) 60 (0.27) 105 (0.47) – –1 (25) 85 (0.38) 150 (0.67) 90 (0.40) 200 (0.89) – –

1-1/4 (32) 130 (0.58) 210 (0.93) 130 (0.58) 290 (1.29) – –1-1/2 (38) 175 (0.78) 260 (1.16) 245 (1.09) 360 (1.60) – –

Heavy Duty Fastener DS 0.177 (4.5)

3/4 (19) 50 (0.22) 120 (0.53) 125 (0.56) 135 (0.60) – –1 (25) 130 (0.58) 195 (0.87) 155 (0.69) 240 (1.07) – –

1-1/4 (32) 220 (0.98) 385 (1.71) 270 (1.20) 425 (1.89) – –1-1/2 (38) 300 (1.33) 405 (1.80) 355 (1.58) 450 (2.00) – –

Stainless Steel Fastener X-CR0.145 (3.7)

& 0.157 (4.0)

3/4 (19) 30 (0.13) 40 (0.18) 65 (0.29) 40 (0.18) – –1 (25) 55 (0.24) 185 (0.82) 120 (0.53) 190 (0.85) 100 (0.44) 170 (0.76)

1-1/4 (32) 110 (0.49) 290 (1.29) 125 (0.56) 300 (1.33) 120 (0.53) 440 (1.96)1-1/2 (38) 265 (1.18) 405 (1.80) 350 (1.56) 450 (2.00) – –

Gas Fastener X-GN 0.118 (3.0) 3/4 (19) 95 (0.42) 120 (0.53) 95 (0.42) 120 (0.53) – –1 (25) 115 (0.51) 220 (0.98) 115 (0.51) 220 (0.98) – –

Premium Gas Fastener X-GHP 0.118 (3.0) 5/8 (16) – – 50 (0.22) 120 (0.53) 50 (0.22) 90 (0.40)

High Performance Fastener X-AL-H 0.177 (4.5)

3/4 (19) 65 (0.29) 70 (0.31) 90 (0.40) 95 (0.42) 120 (0.53) 125 (0.56)1 (25) 130 (0.58) 190 (0.85) 165 (0.73) 195 (0.87) 180 (0.80) 280 (1.25)

1-1/4 (32) 135 (0.60) 265 (1.18) 240 (1.07) 270 (1.20) 240 (1.07) 440 (1.96)1-1/2 (38) 200 (0.89) 340 (1.51) 240 (1.07) 460 (2.05) – –

Knob Head Fastener X-NK4 0.145 (3.7) 1 (25) 85 (0.38) 165 (0.73) 145 (0.64) 215 (0.96) – –

Forming Fastener X-CT 475 0.145 (3.7) 1 (25) 60 (0.27) 65 (0.29) – – – –X-CT 625 0.145 (3.7) 1 (25) 75 (0.33) 75 (0.33) – – – –

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria.

2 Fastener installed with DX-Kwik drilled pilot hole installation found in Section 3.2.1.1.10.3 Multiple fasteners are recommended for any attachment.4 Available in Canada or by special order.5 For temporary fastening of formwork only.





Allowable Loads in Minimum f'c=3000psiStructuralLightweightConcrete1,5

FastenerDescription Fastener Shank

Diameter in. (mm)

Minimum Embedment

in. (mm)

Fastener Location

Installed into Concrete Installed Through 3" Deep Metal Deck into Concrete2,3

Tension lb (kN)

Shear lb (kN)

Tension lb (kN) Shear lb (kN)Upper Flute Lower Flute

Universal Knurled Shank Fasteners X-U* 0.157 (4.0)

3/4 (19) 125 (0.56) 115 (0.51) 130 (0.58) 95 (0.42) 245 (1.09)1 (25) 205 (0.91) 260 (1.16) 215 (0.96) 155 (0.69) 330 (1.47)

1-1/4 (32) 315 (1.40) 435 (1.93) 295 (1.31) 200 (0.89) 375 (1.67)1-1/2 (38) 425 (1.89) 475 (2.11) 400 (1.78) 260 (1.16) 430 (1.91)

Standard Fastener X-C 0.138 (3.5)

3/4 (19) 110 (0.49) 175 (0.78) 120 (0.53) – 265 (1.18)1 (25) 135 (0.60) 180 (0.80) 215 (0.96) 145 (0.64) 315 (1.40)

1-1/4 (32) 220 (0.98) 260 (1.16) 250 (1.11) 200 (0.89) 405 (1.80)1-1/2 (38) 285 (1.27) 315 (1.40) 285 (1.27) 210 (0.93) 415 (1.85)

Heavy Duty Fastener DS4 0.177 (4.5)

3/4 (19) 100 (0.44) 200 (0.89) 100 (0.44) – 200 (0.89)1 (25) 180 (0.80) 360 (1.60) 180 (0.80) 180 (0.80) 405 (1.80)

1-1/4 (32) 300 (1.33) 520 (2.31) 300 (1.33) 250 (1.11) 515 (2.29)1-1/2 (38) 450 (2.00) 680 (3.02) 450 (2.00) 325 (1.45) 625 (2.78)

Stainless Steel Fastener X-CR0.145 (3.7)

& 0.157 (4.0)

1 (25) 230 (1.02) 240 (1.07) 230 (1.02) – 240 (1.07)1-1/4 (32) 320 (1.42) 400 (1.78) 320 (1.42) – 400 (1.78)1-1/2 (38) 405 (1.80) 500 (2.22) 405 (1.80) – 500 (2.22)

Gas Fastener X-GN 0.118 (3.0) 3/4 (19) 115 (0.51) 140 (0.62) 75 (0.33) 85 (0.38) 175 (0.78)1 (25) 170 (0.76) 220 (0.98) 155 (0.69) 160 (0.71) 255 (1.13)

Premium Gas Fastener X-GHP 0.118 (3.0) 5/8 (16) 60 (0.27) 140 (0.62) 60 (0.27) 60 (0.27) 175 (0.78)

High Performance Fastener X-AL-H 0.177 (4.5)

3/4 (19) 115 (0.51) 155 (0.69) 115 (0.51) – 155 (0.69)1 (25) 225 (1.00) 350 (1.56) 225 (1.00) 120 (0.53) 340 (1.51)

1-1/4 (32) 330 (1.47) 475 (2.11) 330 (1.47) 195 (0.87) 385 (1.71)1-1/2 (38) – – – 285 (1.27) 585 (2.60)

Knob Head Fastener X-NK6 0.145 (3.7)1 (25) 175 (0.78) 185 (0.82) 175 (0.78) – 185 (0.82)

1-1/4 (32) 240 (1.07) 280 (1.25) 240 (1.07) – 280 (1.25)1-1/2 (38) 300 (1.33) 295 (1.31) 300 (1.33) – 295 (1.31)


2 The steel deck profile is 3" deep composite floor deck with a thickness of 20 gauge (0.0358"). Figure 1 (Section 3.2.1.1.6) shows the nominal flute dimensions, fastener locations, and load orientations for the deck profile.

3 Structural lightweight concrete fill above top of metal deck shall be a minimum of 3-1/4" deep.

4 DS fasteners installed at 1-1/2" embedment through steel deck into the lower flute must be installed at a minimum distance of 6" from the edge of the floor deck.

5 Multiple fasteners are recommended for any attachment.

6 Available in Canada or by special order.

Allowable Loads Into Minimum f'c=3000psiStructuralLightweightConcreteOver1-1/2" Deep, B-Type Steel Deck1,4

Fastener Description Fastener Shank Diameter Minimum Embedment

Fastener Location Installed Through Metal Deck into Concrete2,3

Tension lb (kN) Shearin. (mm) in. (mm) Upper Flute Lower Flute lb (kN)

Universal Knurled Shank Fastener X-U* 0.157 (4.0) 3/4 (19) 95 (0.42) 95 (0.42) 370 (1.65)

1 (25) 125 (0.56) 125 (0.56) 415 (1.85)

Standard Fastener X-C 0.138 (3.5) 3/4 (19) 80 (0.36) 80 (0.36) 315 (1.40)1 (25) 205 (0.91) 205 (0.91) 445 (1.98)

Gas Fastener X-GN 0.118 (3.0) 3/4 (19) 75 (0.33) 85 (0.38) 175 (0.78)1 (25) 155 (0.69) 160 (0.71) 255 (1.13)

Premium Gas Fastener X-GHP 0.118 (3.0) 5/8 (16) 60 (0.27) 60 (0.27) 175 (0.78)

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria

2 Steel deck profiles are 1-1/2" deep, B-type deck with a thickness of 20 gauge (0.0358" thick steel). Fasteners may be installed through the metal deck into lightweight concrete having both nominal & inverted deck profile orientations with a minimum lower flute width of 1-3/4" or 3-1/2", respectively. Fasteners shall be placed at centerline of deck flutes. Refer to Figures 2 & 3 (Section 3.2.1.1.6) for additional flute dimensions, fastener locations, and load orientations for both deck profiles.

3 Structural lightweight concrete fill above top of metal deck shall be a minimum 2-1/2" deep.






Acceptance Locations (NON-SHADED AREAS) for Power-Actuated Fasteners in CMU Walls

T-Joint

Concrete Masonry Unit (CMU)

1"Bed Joint 1"

Allowable Loads in Concrete Masonry Units1,2,3,4,5,10

Fastener Description Fastener Shank

Diameter in. (mm)

Min. Embed. in. (mm)

Hollow CMU Grout Filled CMUFace Shell6 Mortar Joint Face Shell6 Mortar Joint Top of Grouted Cell8

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear7 lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear7 lb (kN)

Tension lb (kN)

Shear9 lb (kN)

Universal KnurledShank Fasteners X-U* 0.157 (4.0) 1 70 85 25 70 225 220 150 190 165 240

(25) (0.31) (0.38) (0.11) (0.31) (1.00) (0.98) (0.67) (0.85) (0.73) (1.07)Standard Fastener X-C 0.138 (3.5) 3/4 40 85 25 50 100 105 45 80 115 175

(19) (0.18) (0.38) (0.11) (0.22) (0.44) (0.47) (0.20) (0.36) (0.51) (0.78)

Gas Fastener X-GN 0.118 (3.0)

3/4 90 115 65 55 95 120 70 85 65 90(19) (0.51) (0.58) (0.31) (0.29) (0.58) (0.62) (0.38) (0.53) (0.33) (0.42)1 115 130 70 65 130 140 85 120 75 95

(25) (0.51) (0.58) (0.31) (0.29) (0.58) (0.62) (0.38) (0.53) (0.33) (0.42)Premium Gas Fastener X-GHP 0.118 (3.0) 5/8 40 80 15 40 90 100 40 80 60 85

(16) (0.18) (0.36) (0.07) (0.18) (0.40) (0.44) (0.18) (0.36) (0.27) (0.38)Knob Head Fastener X-NK11 0.145 (3.7) 1 40 90 35 60 90 130 40 65 – –(25) (0.18) (0.40) (0.16) (0.27) (0.40) (0.58) (0.18) (0.29)

1 The tabulated allowable load values are for the low-velocity fastener only, using a safety factor of 5.0 or higher calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria.

2 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units conforming to ASTM C 90, Grade N, Type 1.

3 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with mortar conforming to ASTM C 270, Type N or S.

4 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with grout conforming to ASTM C 476, as coarse grout.

5 Allowable load values based upon no more than one low-velocity fastener installed in an individual concrete masonry unit cell.

6 Fastener can be located anywhere on the face shell or mortar joint as shown in the figure to the right.

7 Shear direction can be horizontal or vertical (Bed Joint or T-Joint) along the CMU wall plane.

8 Fastener located in center of grouted cell installed vertically.9 Shear can be in any direction.10 Multiple fasteners are recommended for any attachment.11 Available in Canada or by special order.

Allowable Tensile Pullover and Shear Bearing Load Capacities for Light Steel Framing with Power Driven Fasteners1,2,3,4

Fastener Description FastenerHeadDia.in.

(mm)

Sheet Steel Thickness14 ga. 16 ga. 18 ga. 20 ga. 22 ga. 24 ga. 25/26 ga.

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

0.157" shank with or w/o plastic washers or MX collation

X-U*0.322 825 1,085 685 720 490 525 360 445 300 330 205 255 120 145(8.2) (3.67) (4.83) (3.05) (3.20) (2.18) (2.34) (1.60) (1.98) (1.33) (1.47) (0.91) (1.13) (0.53) (0.64)


X-C, X-CR0.322

–985 685 720 490 515 360 440 300 310 205 235 120 145

(8.2) (4.38) (3.05) (3.20) (2.18) (2.29) (1.60) (1.96) (1.33) (1.38) (0.91) (1.05) (0.53) (0.64)

0.177" shank without washer DS, EDS0.390 965 1,085 810 815 625 535 460 465 360 350 300 260 240 180(10.0) (4.29) (4.83) (3.60) (3.63) (2.78) (2.38) (2.05) (2.07) (1.60) (1.56) (1.33) (1.16) (1.07) (0.80)

0.145" shank with plastic top hat washers

X-S13 THPX-S16 TH

0.322–

985 685 720 490 515 360 440 300 310 205 235 120 145(8.2) (4.38) (3.05) (3.20) (2.18) (2.29) (1.60) (1.96) (1.33) (1.38) (0.91) (1.05) (0.53) (0.64)

0.118" shank with MX collation X-EGN, X-GN, X-GHP

0.276– – – –

325 390 265 335 250 235 170 185 100 125(7.0) (1.45) (1.73) (1.18) (1.49) (1.11) (1.05) (0.76) (0.82) (0.44) (0.56)

0.177" shank without washer X-AL-H0.322

–1,085 685 750 490 535 360 465 300 350 205 260 120 180

(8.2) (4.83) (3.05) (3.34) (2.18) (2.38) (1.60) (2.07) (1.33) (1.56) (0.91) (1.16) (0.53) (0.80)

1 Allowable load values are based on a safety factor of 3.0 in accordance with the AISI NASPEC, 2007 edition.2 Allowable pullover capacities of sheet steel should be compared to the allowable fastener tensile load capacities in concrete, steel, and masonry to determine

controlling resistance load.3 Allowable shear bearing capacities of sheet steel should be compared to allowable fastener shear capacities in concrete, steel and masonry to determine

controlling resistance load.4 Data is based on the following minimum sheet steel properties, Fy = 33 ksi, Fu = 45 ksi (ASTM A 653 material).





Allowable Loads in Minimum ASTM A 36 (Fy≥36ksi,Fu≥58ksi)Steel1,2,6,7

Fastener Description Fastener

ShankDiameter

in.(mm)

Steel Thickness (in.)1/85 3/16 1/4 3/8 1/2 ≥3/4

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Universal Knurled Shank X-U8 0.157 – – 535 720 775 720 935 720 900 720 350 375(4.0) (2.38) (3.20) (3.45) (3.20) (4.16) (3.20) (4.00) (3.20) (1.56) (1.67)

Stepped-Shank Knurling-Lengthwise X-U 159 0.145 – – 155 395 230 395 420 450 365 500 365 400

(3.7) (0.69) (1.76) (1.02) (1.76) (1.86) (2.00) (1.62) (2.22) (1.62) (1.78)

Standard Smooth Shank X-S13 0.145 140 300 300 450 300 450 300 450 – – – –(3.7) (0.62) (1.33) (1.33) (2.00) (1.33) (2.00) (1.33) (2.00)Drywall Smooth Shank w/Metal Top Hat Washer X-S16 0.145 – – 225 420 225 430 225 430 225 430 – –(3.7) (1.00) (1.87) (1.00) (1.91) (1.00) (1.91) (1.00) (1.91)Heavy Duty Knurled Shank EDS4 0.177 – – 330 665 665 935 800 970 890 995 400 655

(4.5) (1.47) (2.96) (2.96) (4.16) (3.56) (4.31) (3.96) (4.43) (1.78) (2.91)Heavy Duty Smooth Shank DS 0.177 – – 395 795 620 855 775 855 800 895 – –(4.5) (1.76) (3.54) (2.76) (3.80) (3.45) (3.80) (3.56) (3.98)

Stainless SteelSmooth Shank

X-CR 0.145 – – 485 480 700 560 – – – – – –(3.7) (2.16) (2.14) (3.11) (2.49)

X-CR10 0.145 300 210 630 510 850 560 265 395 265 395 – –(3.7) (1.33) (0.93) (2.80) (2.27) (3.78) (2.49) (1.18) (1.76) (1.18) (1.76)

Drywall TrackSmooth Shank

X-EGN11 0.118 140 270 220 275 225 320 280 375 – – – –(3.0) (0.62) (1.20) (0.98) (1.22) (1.00) (1.42) (1.25) (1.67)

X-EGN10,11 0.118 – – 220 315 260 375 280 400 – – – –(3.0) (0.98) (1.40) (1.16) (1.67) (1.25) (1.78)

Premium Gas Fastener X-GHP 0.118 125 230 170 245 200 230 250 255 – – – –(3.0) (0.56) (1.02) (0.76) (1.09) (0.89) (1.02) (1.11) (1.13)

Heavy DutySmooth Shank X-AL-H3,4

0.145 140 295 – – – – – – – – – –(3.7) (0.62) (1.31)0.157 – – 240 685 480 715 645 745 – – – –(4.0) (1.07) (3.05) (2.14) (3.18) (2.87) (3.31)0.177 – – – – – – – – 685 970 145 600(4.5) (3.05) (4.31) (0.64) (2.67)

Knob Head NailKnurled Shank X-ENK12 0.145 – – 225 555 535 620 620 660 590 605 – –(3.7) (1.00) (2.47) (2.38) (2.76) (2.76) (2.94) (2.62) (2.69)


2 Low-velocity fasteners shall be driven to where the point of the fastener penetrates the steel base material in accordance with Section 3.2.1.2.3, except as noted in this table.

3 X-AL-H testing was performed with Fy = 50 ksi base material. X-AL-H fasteners with a shank length of 5/8" have a shank diameter of 0.145". X-AL-H fasteners with shank lengths of 3/4" & 7/8" have shank diameters of 0.157". X-AL-H fasteners with shank lengths greater than or equal to 1" have a shank diameter of 0.177".

4 X-AL-H and EDS fasteners installed into greater than 1/2" thick steel require 1/2" minimum penetration.5 Testing in 1/8" thick steel was performed with Fy = 50 ksi base material.6 Multiple fasteners are recommended for increased reliability.7 Refer to guidelines for fastening to steel, Section 3.2.1.2, for application limits.8 Tabulated allowable load values provided for 3/4" steel are based upon minimum point penetration of 1/2". If 1/2" point penetration is not achieved, but a

point penetration of at least 3/8" is obtained, the tabulated tension value should be reduced by 20 percent and the tabulated shear load should be reduced by 8 percent.

9 X-U 15 fasteners installed into greater than 3/8" thick steel require 15/32" minimum penetration.10 Based on testing with Fy = 50 ksi base material.11 X-EGN fasteners installed into 3/8" or thicker base steel require 0.320" minimum penetration depth.12 Available in Canada or by special order.






* More details about the innovative X-U fastener can be found in Section 3.2.3.c Available in Canada or by special order.

Carbon Steel Non-Collated (without pre-mounted steel washer)Fastener Description

Shank Length in. (mm)

Shank Ø in. (mm) Washer Ø

Concrete, Masonry and SteelX-U P8* 5/8 to 2-7/8 (16 to 72) 0.157 (4.0) 8 mm plasticX-U P8 TH* 5/8, 3/4, 1 (16, 19, 27) 0.157 (4.0) 8 mm plastic and metal tophatConcrete and MasonryDS P10 1 to 4-5/8 (27 to 117) 0.177 (4.5) 8 mm plasticX-C P8 1 to 2-1/2 (19 to 62) 0.138 (3.5) 8 mm plasticX-C THP 3/4 (20) 0.138 (3.5) 8 mm plastic tophatSteelX-S13 THP 1/2 (13) 0.145 (3.7) 8 mm plastic tophatEDS P10 3/4, 7/8 (19, 22) 0.177 (4.5) 10 mm plastic

Carbon Steel Collated (without pre-mounted steel washer)Fastener Description



Concrete, Masonry and SteelX-U MX* 5/8 to 2-7/8 (16 to 72) 0.157 (4.0) CollatedConcrete and MasonryX-C MX 1 to 2-1/2 (27 to 62) 0.138 (3.5) CollatedX-GN MX 3/4 to 1-5/8 (20 to 39) 0.118 (3.0) CollatedX-GHP MX 11/16, 3/4 (18, 20) 0.118 (3.0) CollatedSteelX-S13 MX 1/2 (13) 0.145 (3.7) CollatedX-EGN MX 1/2 (14) 0.118 (3.0) CollatedX-GHP MX 11/16, 3/4 (18, 20) 0.118 (3.0) Collated

Carbon Steel Non-Collated (with pre-mounted steel washer)Fastener Description



Concrete, Masonry and SteelX-U P8 S15* 7/8, 1, 1-1/4 (22, 27, 32) 0.157 (4.0) 8 mm plastic and 15 mm steelX-U P8 S36* 1-1/4, 2-7/8 (32, 72) 0.157 (4.0) 8 mm plastic and 36 mm steelConcrete and MasonryX-C P8 S23 1 to 1-7/8 (27 to 47) 0.138 (3.5) 8 mm plastic and 23 mm steelX-C P8 S36 1-1/2, 2, 2-1/2 (37, 52, 62) 0.138 (3.5) 8 mm plastic and 36 mm steelX-NK S12 c 7/8 to 2-7/8 (22 to 72) 0.145 (3.7) 12 mm steelSteelX-ENK S12 c 5/8, 3/4 (16, 19) 0.145 (3.7) 12 mm steel

SAE 316 Stainless Steel Non-Collated (with and without pre-mounted steel washer)Fastener Description



Concrete, Masonry and SteelX-CR P8 11/16 to 1-9/16 (18 to 39) 0.145 (3.7) 8 mm plasticX-CR P8 1-3/4, 2-1/8 (44, 54) 0.157 (4.0) 8 mm plasticX-CR P8 S12 1-9/16 (39) 0.145 (3.7) 8 mm plastic and 12 mm steelX-CR P8 S12 1-3/4 (44) 0.157 (4.0) 8 mm plastic and 12 mm steelSteelX-CR P8 9/16, 5/8 (14, 16) 0.145 (3.7) 8 mm plasticX-CR S12 5/8 (16) 0.145 (3.7) 12 mm steel

Carbon Steel Removable and Clip FastenersFastener Description



Forming NailX-CT 47MX, X-CT 62 MX, X-CT 62 DP8 1-7/8, 2-7/16 (47, 62) 0.145 (3.7) Double 8 mm plasticRebar Basket ClipBC X-C P8T 1-7/8, 2-7/16 (47, 62) 0.145 (3.5) 8 mm plastic & rebar basket clip


X-U Universal Knurled Shank Fasteners 3.2.3


3.2.3.1 Product DescriptionThe Hilti X-U Universal Knurled Shank Fastener is designed as a high performance solution to simplify powder-actuated fastener selection. The X-U is one fastener type that performs equally well on both high and standard strength concrete and steel.

To help ensure reliable fastenings, the X-U fastener is match toleranced to all Hilti powder-actuated tools using 8 mm fastener guides and drive pistons through an 8 mm nail head diameter and an 8 mm plastic guidance washer set near the nail tip. The X-U program also includes fasteners with pre-mounted steel washers of 15 mm or 36 mm diameters.

Product Features

• A 0.157" shank diameter for high performance in both tension and shear applications

• Unique knurling design offering higher pullout strength and anchorage in concrete and steel

• Full range of fasteners in single or collated configurations to maximize productivity

• No requirement for unique drive pistons or special equipment

• Recognized for horizontal wood deck diaphragms subjected to wind or seismic forces (Reference ICC-ES ESR-2269)





Listings/ApprovalsICC-ES (International Code Council) ESR-2269 COLA (City of Los Angeles) RR 25675

3.2.3.2 Material SpecificationsFastener

DesignationFastener Material

Fastener Plating

Fastener Hardness

X-U Carbon Steel 5 μm Zinc1 58 HRC1 ASTM B 633, SC 1, Type III.

3.2.3.3 Technical DataAllowable Loads in Normal Weight Concrete1

Fastener Shank Diameter in. (mm)

Minimum Embedment

in. (mm)


Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

X-U 0.157 (4.0)

3/4 (19) 100 (0.44) 125 (0.57) 100 (0.44) 125 (0.57) 105 (0.47) 205 (0.91)1 (25) 165 (0.73) 190 (0.85) 170 (0.76) 225 (1.00) 110 (0.49) 280 (1.25)

1-1/4 (32) 240 (1.07) 310 (1.38) 280 (1.25) 310 (1.38) 180 (0.80) 425 (1.89)1-1/2 (38) 275 (1.22) 420 (1.87) 325 (1.45) 420 (1.87) – –


Allowable Loads in Normal Weight Concrete Using DX-Kwik1,2

Fastener Shank Diameter in. (mm)

Minimum Embedment

in. (mm)

Concrete Compressive Strength4000 psi 6000 psi

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

X-U 47 P8 w/DX-Kwik 0.157 (4.0) 1-1/2 (38) 395 (1.76) 405 (1.80) 360 (1.60) 570 (2.54)

1 X-U Fastener is installed using the DX-Kwik drilled pilot hole installation procedure shown in Section 3.2.1.1.10.



3.2.3 X-U Universal Knurled Shank Fasteners



Fastener

Fastener Location

Shank Dia.

in. (mm)

Minimum Embed. in. (mm)

Installed into Concrete

Installed Through Metal Deck into Concrete3 Inch Deep Composite Floor Deck2 1-1/2 Inch Deep Composite Floor Deck3

Tension lb (kN)

Shear lb (kN)

Tension lb (kN) Shear lb (kN)

Tension lb (kN) Shear lb (kN)Upper Flute Lower Flute Upper Flute Lower Flute

X-U 0.157 (4.0)

3/4 (19) 125 (0.56) 115 (0.51) 130 (0.58) 95 (0.42) 245 (1.09) 95 (0.42) 95 (0.42) 370 (1.65)1 (25) 205 (0.91) 260 (1.16) 215 (0.96) 155 (0.69) 330 (1.47) 125 (0.56) 125 (0.56) 415 (1.85)

1-1/4 (32) 315 (1.40) 435 (1.93) 295 (1.31) 200 (0.89) 375 (1.67) – – –1-1/2 (38) 425 (1.89) 475 (2.11) 400 (1.78) 260 (1.16) 430 (1.91) – – –


2 The steel deck profile for the 3" deep composite floor deck has a minimum thickness of 20 gauge (0.0358") and a minimum Fy of 33 ksi. Lower and upper flute width must be a minimum of 4-1/2". Figure 1 in Section 3.2.1.1.6 shows the nominal flute dimensions, fastener locations and load orientations for the deck profile. Structural lightweight concrete fill above top of steel deck must be minimum 3-1/4".

3 The steel deck profile for the 1-1/2" deep composite floor deck has a minimum thickness of 20 gauge (0.0358") and a minimum Fy of 33 ksi. Lower flute and upper flute widths must be a minimum of 1-3/4" and 3-1/2", respectively. This deck may also be inverted as shown in Figure 3 in Section 3.2.1.1.6. Figures 2 and 3 in Section 3.2.1.1.6 show the nominal flute dimensions, fastener locations and load orientations for the deck profile. Structural lightweight concrete fill above top of steel deck must be minimum 2-1/2".


Acceptance Locations (NON-SHADED AREAS) for X-U Universal Knurled Shank Fasteners in CMU Walls

T-Joint


1"Bed Joint 1"


Fastener Shank Dia.

in. (mm)

Minimum Embed. in. (mm)

Hollow CMU Grout-Filled CMU

Face Shell6 Mortar Joint6 Face Shell6 Mortar Joint6 Top of Grouted Cell8

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear7 lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear7 lb (kN)

Tension lb (kN)

Shear9 lb (kN)

X-U 0.157 (4.0) 1 (25) 70 (0.31) 85 (0.38) 25 (0.11) 70 (0.31) 225 (1.00) 220 (0.98) 150 (0.67) 190 (0.85) 165 (0.73) 240 (1.07)

1 The tabulated allowable load values are for the low-velocity fastener into concrete masonry units only, using a safety factor equal to or greater than 5.0, calculated in accordance with ICC-ES AC70. Wood or steel mem-bers connected to the substrate must be investigated in accordance with accepted design criteria.


3 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with mortar conforming to ASTM C 270, Type S.

4 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with grout conforming to ASTM C 476.

5 No more than one low-velocity fastener may be installed in an individual concrete masonry unit cell.

6 Fastener can be located anywhere on the face shell or mortar joints as shown in the figure to the right.

7 Shear load direction can be horizontal or vertical (Bed Joint or T-Joint) along the CMU wall plane.

8 Fastener located in center of grouted cell installed vertically.

9 Shear load can be in any direction in top of grouted cell application.


Allowable Loads in Minimum ASTM A 36 (Fy≥36ksi;Fu≥58ksi)Steel1,2,4

Fastener Shank Dia.

in. (mm)

Steel Thickkness in.

3/16 1/4 3/8 1/2 ≥3/43

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

X-U 0.157 (4.0) 535 (2.38) 720 (3.20) 775 (3.45) 720 (3.20) 935 (4.16) 720 (3.20) 900 (4.00) 720 (3.20) 350 (1.56) 375 (1.67)


2 Low-velocity fasteners shall be driven to where the point of the fastener penetrates the steel base material, except as noted.

3 Tabulated allowable load values provided for ≥ 3/4" steel are based upon minimum point penetration of 1/2". If 1/2" point penetration is not achieved, but a point penetration of at least 3/8" is obtained, the tabulated tension value should be reduced by 20 percent and the tabulated shear load should be reduced by 8 percent.



X-U Universal Knurled Shank Fasteners 3.2.3


Allowable Tensile Pullover and Shear Bearing Load Capacities for Light Steel Framing with X-U Powder-Actuated Fasteners1,2,3,4


Head Dia. in.

(mm)

Sheet Steel Thickness14 ga. 16 ga. 18 ga. 20 ga. 22 ga. 24 ga. 25/26 ga

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)


X-U 0.322 825 1,085 685 720 490 525 360 445 300 330 205 255 120 145(8.2) (3.67) (4.83) (3.05) (3.20) (2.18) (2.34) (1.60) (1.98) (1.33) (1.47) (0.91) (1.13) (0.53) (0.64)

1 Allowable load values are based on a safety factor of 3.0 in accordance with the AISI NASPEC, 2007 edition.

2 Allowable pullover capacities of sheet steel should be compared to allowable fastener tensile load capacities in concrete, steel, or masonry to determine controlling resistance load.

3 Allowable shear load bearing capacities of sheet steel should be compared to allowable fastener shear capacities in concrete, steel or masonry to determine controlling resistance load.

4 Data is based on the following minimum sheet steel properties, Fy = 33 ksi, Fu = 45 ksi (ASTM A 653 material).

3.2.3.4 Ordering InformationFastener Description


Shank Ø in. (mm) Washer Ø Packaging Qty

X-U 16 5/8 (16) 0.157 (4.0) Plastic 8 mm or collated 100 pcs / boxX-U 19 3/4 (19) 0.157 (4.0) Plastic 8 mm or collated 100 pcs / boxX-U 22 7/8 (22) 0.157 (4.0) Plastic 8 mm or collated 100 pcs / boxX-U 27 1 (27) 0.157 (4.0) Plastic 8 mm or collated 100 pcs / boxX-U 32 1-1/4 (32) 0.157 (4.0) Plastic 8 mm or collated 100 pcs / boxX-U 37 1-1/2 (37) 0.157 (4.0) Plastic 8 mm or collated 100 pcs / boxX-U 42 1-5/8 (42) 0.157 (4.0) Plastic 8 mm or collated 100 pcs / boxX-U 47 1-7/8 (47) 0.157 (4.0) Plastic 8 mm or collated 100 pcs / boxX-U 52 2 (52) 0.157 (4.0) Plastic 8 mm or collated 100 pcs / boxX-U 57 2-1/4 (57) 0.157 (4.0) Plastic 8 mm or collated 100 pcs / boxX-U 62 2-1/2 (62) 0.157 (4.0) Plastic 8 mm or collated 100 pcs / boxX-U 72 2-7/8 (72) 0.157 (4.0) Plastic 8 mm or collated 100 pcs / box

Fastener Description



X-U 22 P8 S15 7/8 (22) 0.157 (4.0) Plastic 8 mm & Steel 15 mm 100 pcs / boxX-U 27 P8 S15 1 (27) 0.157 (4.0) Plastic 8 mm & Steel 15 mm 100 pcs / boxX-U 32 P8 S15 1-1/4 (32) 0.157 (4.0) Plastic 8 mm & Steel 15 mm 100 pcs / boxX-U 32 P8 S36 1-1/4 (32) 0.157 (4.0) Plastic 8 mm & Steel 36 mm 100 pcs / boxX-U 72 P8 S36 2-7/8 (72) 0.157 (4.0) Plastic 8 mm & Steel 36 mm 100 pcs / box




X-U 16 P8 TH 5/8 (16) 0.157 (4.0) 8 mm plastic & metal “tophat" 100 pcs / boxX-U 19 P8 TH 3/4 (19) 0.157 (4.0) 8 mm plastic & metal “tophat" 100 pcs / boxX-U 27 P8 TH 1 (27) 0.157 (4.0) 8 mm plastic & metal “tophat" 100 pcs / box


3.2.4 Perimeter Wall Application Fasteners


3.2.4.1 Application Description





Listings/ApprovalsICC-ES (International Code Council) ESR-2269 (X-U & X-U 15) ESR-1663 (DS, EDS)COLA (City of Los Angeles) RR 25675 (X-U & X-U 15) RR 25646 (DS, EDS)

X-U DS EDS

3.2.4.1 Application DescriptionPerimeter wall applications as part of curtain walls and bypass balloon framing are common in steel and metal framed structures. Light gauge steel framing and track encompass the

outside perimeter of the building. Steel track is fastened directly or with other cold-formed steel components to steel framing members or to concrete slab edges.

3.2.4.2 Product DescriptionX-U

The Hilti X-U Universal Knurled Shank Fastener is designed as a high performance solution to simplify powder-actuated fastener selection. The X-U is one fastener type that performs equally well on both high and standard strength concrete and steel. Refer to Section 3.2.3 for additional information on the X-U Universal Knurled Shank Fastener.

X-U 15

The X-U 15 is a high performance fastener designed specifically for attachments to steel. It is offered in a 0.145" shank diameter and 5/8" length.

DS/EDS

The DS series fastener is a high performance fastener of 0.177" shank diameter suitable for both concrete and steel applications. It is offered in a single fastener version only with a 10 mm dome head design and a 10 mm guidance washer. Available lengths are 1" through 4-5/8". EDS fasteners have knurled shanks intended for use with steel base materials and are available in lengths of 3/4" and 7/8". The DS/EDS fasteners are intended only for cases where a 0.177" diameter shank specification is required.

Perimeter Wall Track Applications

DeflectionSlipClipConnections



Fastener Plating

X-U Universal Knurled Shank Fastener & X-U 15 Carbon Steel 5 µm Zinc1

DS/EDS Heavy Duty Fasteners Carbon Steel 5 µm Zinc1

1 ASTM B 633, SC 1, Type III.

X-U 15


Perimeter Wall Application Fasteners 3.2.4


3.2.4.4 Technical DataPerimeter Wall Track Applications

Figure 1: 3-5/8" Track - 1 Fastener Figure 2: 3-5/8" Track - 2 Fasteners

Figure 3: 6" Track - 1 Fastener Figure 4: 6" Track - 2 Fasteners

2-1/4"

3-5/8"

3-5/8"

2-1/4"

6"

2-1/4"

6"

2-1/4"

3"

4-1/2"

2-1/4"

3-5/8"

3-5/8"

2-1/4"

6"

2-1/4"

6"

2-1/4"

3"

4-1/2"

2-1/4"

3-5/8"

3-5/8"

2-1/4"

6"

2-1/4"

6"

2-1/4"

3"

4-1/2"

2-1/4"

3-5/8"

3-5/8"

2-1/4"

6"

2-1/4"

6"

2-1/4"

3"

4-1/2"

Allowable Shear Loads for Attachment of Perimeter Track to 4000 psi Normal Weight Concrete1,2,3,4,5,6

Fastener Description Fastener Shank Diameter

in. (mm)Fastener Length

in. (mm)Track

Width in.7Number of Fasteners

Shearlb (kN)

Universal Knurled Shank

FastenersX-U 0.157

(4.0)

1 (27)3-5/8

1 225 (1.00)2 450 (2.00)

61 225 (1.00)2 450 (2.00)

1-1/4 (32)3-5/8

1 275 (1.22)2 –

61 275 (1.22)2 620 (2.76)

Heavy Duty Fasteners DS 0.177

(4.5)

1 (27)3-5/8

1 240 (1.07)2 410 (1.82)

61 240 (1.07)2 480 (2.14)

1-1/4 (32)3-5/8

1 350 (1.56)2 –

61 350 (1.56)2 –

1 Allowable loads were developed from testing the low-velocity fasteners with 16 gauge (Fy ≥ 33 ksi) steel track. A safety factor greater than or equal to 5.0 was used in accordance with ICC-ES AC70. Steel track members not meeting the specification noted must be investigated in accordance with accepted design cri-teria.

2 Allowable values are for fasteners installed in concrete having the designated compressive strength at the time of installation.3 Spacing and edge distance constraints are as noted in Figure 1-4 at the top of this page.4 Allowable shear load values are for loads applied perpendicular to the edge of the concrete.5 Multiple fasteners are recommended for any attachment.6 Minimum edge distance of 2-1/4" cannot be decreased. Closer edge distances can result in edge breakout failure of the base material during installation. As a

result, fasteners are offset from the center line of the track.7 SSMA track designation for 3-5/8" track is 362T 150-54 and for 6" track is 600T 150-54.




Allowable Shear Loads for Attachment of Perimeter Track to Minimum f'c = 3000 psi Lightweight Concrete1,2,3,4,5,6

Fastener Description Fastener Shank Diameter

in. (mm)Fastener Length

in. (mm)Track

Width in.7Number of Fasteners

Shearlb (kN)


FastenersX-U 0.157

(4.0)

1 (27)3-5/8 1 260 (1.16)

2 490 (2.18)6 1 260 (1.16)

2 520 (2.31)

1-1/4 (32)3-5/8 1 350 (1.56)

2 465 (2.07)6 1 350 (1.56)

2 720 (3.20)

1-1/2 (37)3-5/8 1 295 (1.31)

2 465 (2.07)6 1 295 (1.31)

2 755 (3.36)

Heavy Duty Fasteners DS 0.177

(4.5)

1 (27)3-5/8 1 205 (0.91)

2 395 (1.76)6 1 205 (0.91)

2 720 (3.20)

1-1/4 (32)3-5/8 1 225 (1.00)

2 370 (1.65)6 1 225 (1.00)

2 595 (2.65)

1-1/2 (37)3-5/8 1 215 (0.96)

2 370 (1.65)6 1 215 (0.96)

2 590 (2.62)1 Allowable loads were developed from testing the low-velocity fasteners with 16 gauge (Fy ≥ 33 ksi) steel track. A safety factor greater than or equal to

5.0 was used in accordance with ICC-ES AC70. Steel members not meeting the specification noted must be investigated in accordance with accepted design criteria.

2 Allowable values are for fasteners installed in concrete having the designated compressive strength at the time of installation.3 Spacing and edge distance constraints are as noted in Figures 1-4 at the top of the previous page.4 Allowable shear load values are for loads applied perpendicular to the edge of the concrete.5 Multiple fasteners are recommended for any attachment.6 Minimum edge distance of 2-1/4" cannot be decreased. Closer edge distances can result in edge breakout failure of the base material during installation. As a

result, fasteners are offset from the center line of the track.7 SSMA track designation for 3-5/8" track is 362T 150-54 and for 6" track is 600T 150-54.

Figure 5:3-5/8" or 6" Track -

1 Fastener

≥1/2" ≥1/2"≥1"

Figure 6:3-5/8" or 6" Track -

2 Fasteners

≥1/2" ≥1/2"≥1"

Allowable Shear Loads for Attachment of Perimeter Track to Minimum ASTM A 36 (Fy ≥ 36 ksi; Fu ≥ 58 ksi) Steel, lb (kN)1,2,3,4


Shank Diameter in. (mm)

Number of Fasteners

Steel Thickness (in.)

3/16 1/4 3/8 1/2 ≥3/45


Fasteners

X-U 0.157 (4.0)

1 720 (3.20) 720 (3.20) 720 (3.20) 720 (3.20) 375 (1.67)2 1440 (6.40) 1440 (6.40) 1440 (6.40) 1440 (6.40) 750 (3.34)

X-U 15 0.145 (3.7)

1 395 (1.76) 395 (1.76) 450 (2.00) 5006 (2.22) 4006 (1.78)2 800 (3.56) 790 (3.51) 900 (4.00) 10006 (4.45) 8006 (3.56)

Heavy Duty Fasteners EDS 0.177

(4.5)1 665 (2.96) 935 (4.16) 970 (4.31) 995 (4.43) 655 (2.91)2 1330 (5.92) 1870 (8.32) 1940 (8.62) 1990 (8.86) 1310 (5.82)

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Steel members connected to the substrate must be investigated in accordance with accepted design criteria.

2 Low-velocity fasteners shall be driven to where the point of the fastener penetrates the steel base material, except as noted.3 Multiple fasteners are recommended for increased reliability.4 The minimum edge distance for fastening into steel is 1/2". Minimum spacing for fastening into steel without reduction in performance is 1".5 Unless otherwise noted, tabulated allowable load values provided for ≥3/4" steel are based upon minimum point penetration of 1/2". If 1/2" point penetration is not

achieved, but a point penetration of at least 3/8" is obtained, the tabulated shear load should be reduced by 8 percent.6 Based upon minimum point penetration of 15/32".


Perimeter Wall Application Fasteners 3.2.4


DeflectionSlipClipConnections

Figure 7:Normal Weight Concrete

Figure 8:Lightweight Concrete with Pour Stop

AllowableLoadsforAttachmentofCold-FormedSteelDeflectionSlipClipswithX-UUniversal Powder-Actuated Fasteners3,4,5,6,7,8,9

Clip Type Fastener Number of Fasteners

Normal Weight Concrete

Allowable Load1 lb (kN)

Lightweight Concrete with Pour Stop

Allowable Load2 lb (kN)

Location of Fasteners

Verticlip SLB600 (14 GA.)

X-U 27

2160 160

(0.71) (0.71)

3245 245

(1.09) (1.09)

4330 380

(1.47) (1.69)

WSC 950 (16 GA.)

X-U 27

2125 155

(0.56) (0.69)

3145 275

(0.64) (1.22)

4220 275

(0.98) (1.22)

WSC 1500 (12 GA.)

X-U 272

90 130(0.40) (0.58)

3185 235

(0.82) (1.05)

FCSC (14 GA.)

X-U 272

140 170(0.62) (0.76)

3290 320

(1.29) (1.42)

1 Allowable load based on a safety factor of 5.0 in direction shown in Figure 7 above for attachment of deflection slip clip to 4000 psi Normal Weight Concrete Slab.2 Allowable load based on a safety factor of 5.0 in direction shown in Figure 8 above for attachment of deflection slip clip to 3000 psi Lightweight Concrete Slab with

12 GA. sheet steel pour stop with minimum yield strength (Fy) of 33 ksi.3 Testing based on deflection slip clips obtained in February 2007. Subsequent changes by the manufacturer to the deflection slip clip design may affect load values.4 Allowable load values are for fasteners installed in concrete having the designated compressive strength at the time of installation.5 Allowable load values are based off of the fixtures tested. Other members connected to the deflection slip clips must be investigated in accordance with accepted

design criteria.6 Spacing of fasteners are subsequent to the design of each deflection slip clip and the location of any pre-drilled holes.7 For edge distance and base material thickness requirements, reference Section 3.2.1.1.4.8 Allowable values are for loads applied perpendicular to the edge of the concrete.9 Multiple fasteners are recommended for any attachment.




Figure 9 - SteelAllowable Loads for Attachment of Cold-Formed Steel Deflection Slip Clips with X-U Universal Powder-Actuated Fasteners to Minimum ASTM A36 (Fy ≥ 36 ksi; Fu ≥ 58 ksi) Steel1,2,3,4,5,6,7,8

Clip Type Fastener Number of Fasteners

Allowable Load lb (kN)

Location of Fasteners

Verticlip SLB600 (14 GA.)

X-U 16

2 740(3.29)

3 1490(6.63)

4 2115(9.41)

WSC 950 (16 GA.)

X-U 16

2 510(2.27)

3 610(2.71)

4 870(3.87)

WSC 1500 (12 GA.)

X-U 16

2 970(4.31)

3 1105(4.92)

4 1300(5.78)

FCSC (14 GA.)

X-U 16

2 715(3.18)

3 940(4.18)

4 1055(4.69)

1 AllowableloadbasedonavariablesafetyfactorinaccordancewithSectionFofAISI-NorthAmericanSpecificationfortheDesignofColdFormedSteelStructural Members, 2007 Edition.

2 TestingbasedondeflectionslipclipsdevelopedinFebruary2007.Subsequentchangesbythedeflectionslipclipmanufacturertotheclipdesignmayaffectload values.

3 Allowableloadvaluesarebasedoffoftheconnectionstested.Steelmembersconnectedtothedeflectionslipclipsmustbeinvestigatedinaccordancewith accepted design criteria.

4 Spacingofthefastenersdependsonthespecificdeflectionslipclipandlocationofpre-drilledholesinthedeflectionslipclip.5 ForedgedistanceandbasematerialthicknessrequirementsreferenceSection3.2.1.2.2.6 Allowable load values are for loads applied perpendicular to the edge of the base steel member.7 Multiple fasteners are recommended for any attachment.8 Allowable load values are based off of testing into 1/4" ASTM A36 structural steel.




X-U 16 P8TH 5/8 (16) 0.157 (4.0) Plastic 8 mm “tophat” or collated 100 pcs / boxX-U 19 P8TH 3/4 (19) 0.157 (4.0) Plastic 8 mm “tophat” or collated 100 pcs / boxX-U 27 P8TH 1 (27) 0.157 (4.0) Plastic 8 mm “tophat” or collated 100 pcs / boxX-U 32 1-1/4 (32) 0.157 (4.0) Plastic 8 mm “tophat” or collated 100 pcs / boxX-U 15 5/8 (16) 0.145 (3.7) Plastic 8 mm “tophat” or collated 100 pcs / boxEDS 19 P10 3/4 (19) 0.177 (4.0) Plastic 10 mm 100 pcs / boxEDS 22 P10 7/8 (22) 0.177 (4.0) Plastic 10 mm 100 pcs / boxDS 27 P10 1 (27) 0.177 (4.0) Plastic 10 mm 100 pcs / boxDS 32 P10 1-1/4 (32) 0.177 (4.0) Plastic 10 mm 100 pcs / box


X-GPN 37 MX Plywood Fastening System 3.2.5


*Contact Hilti Technical Services at 1-877-749-6337 or [email protected] for Shear Wall Technical Data.





Figure 1 - X-GPN 37 Fastener

Figure 2 - X-GPN 37 MX Fastener

ApprovalsICC-ES (International Code Council) ESR-Pending

Figure 3 - Installed X-GPN 37 Fastener

The Hilti X-GPN 37 MX plywood fastening system is a knurled shank fastener designed as an optimal solution for the attachment of structural wood panel materials such as plywood, and OSB (Oriented Strand Board) to cold-formed steel framing in wood flooring systems (14-16 gauge base steel only), parapet walls, siding, roofing (14-16 gauge base steel only) and shear wall assemblies*. The X-GPN 37 fastener is installed with a Hilti GX-120 gas-actuated tool, increasing reliability, accuracy and productivity. Hilti X-GPN 37 fasteners have a shank diameter of 0.102 inch (2.60 mm) and a shank length of 37 mm (1-1/2 inches). The X-GPN 37 is collated in strips of 10 to improve productivity with the Hilti GX-120 tool. The fastener shank has a twist knurling geometry that increases the strength of wood to cold-formed steel connections.

Product Features:

• 0.102 inch (2.60 mm) shank diameter for optimal penetration through structural wood panels and into cold-formed steel base materials

• Unique knurling geometry for improved reliability and load performance

• One fastener length covers most common wood panel to cold-formed steel applications

• Increased productivity using the GX-120 gas-actuated tool

• Wide application range• Use of X-GPN 37 fasteners

is limited to dry, interior, non-corrosive locations.

• Use of fasteners in contact with preservative treated or fire retardant treated wood is not permitted.



DesignationFastenerMaterial

FastenerPlating

BaseMaterial

X-GPN 37 MX Carbon Steel ElectrogalvanizedZinc

14-20 gauge(68-33 mills)

CFS Member

3.2.5.3 Technical DataAllowable Withdrawal Loads for X-GPN 37 Fasteners, pounds (N)1,4,5,6

Nominal Plywood Thickness2 (in.)

Minimum Thickness of Cold FormedSteel Framing3, gauge (mills)

20 (33)7 18 (43)7 16 (54) 14 (68)

3/8 17 (75) 51 (227) 95 (422) 95 (422)

15/32 17 (75) 54 (240) 114 (507) 114 (507)

19/32 17 (75) 54 (240) 114 (507) 114 (507)

1 Allowable load safety factors determined in accordance with AISI-NAS, North American Specification for the Design of Cold-formed Steel Structural Members, AISI S100-2007. To obtain LRFD withdrawal capacities, the tabulated values must be multiplied by 1.6.

2 Data based on Structural 1 Plywood. Structural panel thicknesses shown are minimums. Thicker wood structural panels may be used without any change in the withdrawal load data for the same type and thickness cold-formed steel base materials.

3 Cold-formed steel framing thicknesses shown are minimums. Thicker steel may be used with no change in withdrawal load data for the same type and size wood structural panel.

4 The allowable loads listed are for single fastener withdrawal resistance only. For shear wall technical data, contact Hilti Technical Services at 1-877-749-6337 or [email protected].

5 The fasteners must be installed a minimum of 3/8 inch (9.5 mm) from the edge of the plywood. The minimum spacing between fasteners is 2 inches (51 mm).


7 Not recommended for horizontal downward fastening applications such as flooring and roofing.

X-GPN 37

WoodStructuralPanel

ColdFormedSteelMember(CFS)


3.2.5 X-GPN 37 MX Plywood Fastening System


3.2.5.4 Ordering InformatiionFastenerDescription


Shank Ø in. (mm)

Guidance Washer Ø

Packaging Quantity

X-GPN 37 MX 1-1/2 (37) 0.102 (2.60) 8 mm 750

Description Package Content

X-GPN 37 MX X-GPN 37 fasteners (750) and 1 gas canister

GX 120 Gas-Actuated System Includes tool, detachable leg support, tool support, fastener pouch set, ear protectors, safety glasses, cleaning cloth and operating instructions in an impact-resistant plastic tool box

GC-22 Gas Canister Gas Canister for GX-120

HILTI GC-22 Gas Canisterfor GX-120

HILTI GX-120 Tool

Hilti X-GPN 37 MX Fasteners

Allowable Lateral Loads for X-GPN 37 Fasteners, pounds (N)1,4,5,6

Nominal Plywood Thickness2 (in.)

Minimum Thickness of Cold FormedSteel Framing3, gauge (mills)

20 (33)7 18 (43)7 16 (54) 14 (68)

3/8 87 (387) 134 (596) 155 (689) 170 (756)

15/32 87 (387) 138 (614) 158 (703) 188 (836)

19/32 87 (387) 150 (667) 158 (703) 200 (890)

1 Allowable load safety factors determined in accordance with AISI-NAS, North American Specification for the Design of Cold-formed Steel Structural Members, AISI S100-2007. To obtain LRFD lateral capacities, the tabulated values must be multiplied by 1.6.

2 Data based on Structural 1 Plywood. Structural panel thicknesses shown are minimums. Thicker wood structural panels may be used without any change in the lateral load data for the same type and thickness cold-formed steel base materials.

3 Cold-formed steel framing thicknesses shown are minimums. Thicker steel may be used with no change in lateral load data for the same type and size wood structural panel.

4 The allowable loads listed are for single fastener lateral resistance only. For shear wall technical data, contact Hilti Technical Services at 1-877-749-6337 or [email protected].

5 The fasteners must be installed a minimum of 1 inch (25 mm) from the edge of the plywood in the direction of the load and 3/8" (9.5 mm) in the direction perpen-dicular to the load. The minimum spacing between fasteners is 2 inches (51 mm).


7 Not recommended for horizontal downward fastening applications such as flooring and roofing.


Drywall Track Fastening Systems 3.2.6


Listings/ApprovalsICC-ES (International Code Council) ESR-2269 (X-U & X-U 15) ESR-1752 (X-GN, X-EGN & X-GHP) ESR-1663 (X-S13, X-S16, X-DW, X-C 22 P8TH & X-C 20 THP)COLA (City of Los Angeles) RR 25675 (X-U & X-U 15) RR 25662 (X-GN, X-EGN & X-GHP) RR 25646 (X-S13, X-S16, X-DW, X-C 22 P8TH & X-C 20 THP)





Collated Track Fasteners for Concrete

Collated Track Fasteners for Steel

Track Fastener with Metal “Top Hat" Washer

Track Fastener with Plastic “Top Hat" Washer

* X-U Universal Powder-Actuated fasteners with 0.157" shank diameter are also available for drywall track fastening and are discussed in more detail in Sections 3.2.3 and 3.2.4.



Fastener Plating

Base Material

Powder-Actuated or Gas-Actuated

X-S13 THP Carbon Steel 5 μm Zinc1 Steel Powder-ActuatedX-S16 Carbon Steel 5 μm Zinc1 Steel Powder-ActuatedX-U 15 Carbon Steel 5 μm Zinc1 Steel Powder-Actuated

X-DW Carbon Steel 5 μm Zinc1 Concrete, Masonry or Steel Powder-Actuated

X-C Carbon Steel 5 μm Zinc1 Concrete or Masonry Powder-ActuatedX-EGN Carbon Steel 2-8 μm Zinc Steel Gas-ActuatedX-GN Carbon Steel 2-8 μm Zinc Concrete or Masonry Gas-Actuated

X-GHP Carbon Steel 2-8 μm Zinc High-Strength Concrete or Steel Gas-Actuated


Hilti offers both powder-actuated and gas-actuated systems for attaching drywall track to concrete or steel. Powder-actuated fastening systems typically have more power than gas-actuated fastening systems allowing for higher application limits with various base materials. Powder-actuated fasteners range in length from 1/2" to 2-1/2" for a wide variety of applications such as drywall track or attaching 2x4 wood members. Gas-actuated fastening systems are focused on high volume repetitive fastenings such as drywall track to standard strength concrete or steel (1/2" to 1-5/8" fastener length).

Product Features

Powder-actuated fasteners:

• Shank diameters* of 0.145", 0.118", 0.138" or 0.157" are available providing a variety of solutions depending on application requirements.

• Knurled shank fasteners available for steel applications.

• Full range of fasteners either collated or in single fastener configurations to maximize productivity.

Gas-actuated fasteners:

• Shank diameter of 0.118" provides ease of penetration in concrete and steel.

• Collated fastener offering for high productivity in high volume applications.

• Ideally suited for interior (drywall track), non-load bearing, non- structural framing applications in concrete or steel.



3.2.6 Drywall Track Fastening Systems




Allowable Loads in Normal Weight Concrete1,2

Description Fastener Shank Diameter* in. (mm)

Minimum Embedment

in. (mm)


Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Drywall Track Fastener X-C 22 P8TH

0.1383/4 (19) 55 (0.24) 130 (0.58) 90 (0.40) 170 (0.76) – –

(3.5)Drywall Track Fastener X-DW

0.118 5/8 (16) 20 (0.09) 55 (0.24) 45 (0.20) 55 (0.24) – –(3.0) 3/4 (19) 60 (0.27) 65 (0.29) 90 (0.40) 65 (0.29) – –

Drywall Track Gas Fastener X-GN

0.118 3/4 (19) 95 (0.42) 120 (0.53) 95 (0.42) 120 (0.53) – –(3.0) 1 (25) 115 (0.51) 220 (0.98) 115 (0.51) 220 (0.98) – –

Drywall Track Gas Fastener X-GHP

0.1185/8 (16) – – 50 (0.22) 120 (0.53) 50 (0.22) 90 (0.40)

(3.0)1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with

ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria.




Minimum Embedment

in. (mm)

Fastener Location


Tension lb (kN)

Shear lb (kN)


Drywall Track Fastener X-C 20 THP

0.1385/8 (16) 55 (0.24) 110 (0.49) 55 (0.24) – 110 (0.49)

(3.5)Drywall Track Fastener X-C 22 P8TH

0.138 3/4 (19) 110 (0.49) 220 (0.98) 120 (0.53) 60 (0.27) 260 (1.16)


0.118 3/4 (19) 100 (0.44) 180 (0.80) 70 (0.31) 35 (0.16) 170 (0.76)(3.0) 1 (25) 165 (0.73) 210 (0.93) 165 (0.73) 110 (0.49) 270 (1.20)


0.118 3/4 (19) 115 (0.51) 140 (0.62) 75 (0.33) 85 (0.38) 175 (0.78)(3.0) 1 (25) 170 (0.76) 220 (0.98) 155 (0.69) 160 (0.71) 255 (1.13)


0.1185/8 (16) 60 (0.27) 140 (0.62) 60 (0.27) 60 (0.27) 175 (0.78)



2 The steel deck profile is 3" deep composite floor deck with a thickness of 20 gauge (0.0358"). Figure 1 (Section 3.2.1.1.6) shows the nominal flute dimensions, fastener locations, & load orientations for the deck profile.

3 Structural lightweight concrete fill above top of metal deck shall be a minimum of 3-1/4" deep.


Allowable Loads In Minimum f’c=3000psiStructuralLightweightConcreteOver1-1/2" Deep, B-Type Steel Deck1,4


Minimum Embedment

in. (mm)

Fastener LocationInstalled Through 1-1/2" Deep Metal Deck into Concrete2,3


Drywall Track Fastener X-C 22 P8TH

0.138 3/4 (19) 90 (0.40) 110 (0.49) 295 (1.31)


0.118 3/4 (19) 105 (0.47) 65 (0.29) 315 (1.40)(3.0) 1 (25) 210 (0.93) 185 (0.82) 350 (1.56)


0.118 3/4 (19) 75 (0.33) 85 (0.38) 175 (0.78)(3.0) 1 (25) 155 (0.69) 160 (0.71) 255 (1.13)


0.1185/8 (16) 60 (0.27) 60 (0.27) 175 (0.78)



2 Steel deck profiles are 1-1/2" deep, B-type deck with a thickness of 20 gauge (0.0358"). Fasteners may be installed through the metal deck into lightweight concrete having both nominal & inverted deck profile orientations with a minimum lower flute width of 1-3/4" or 3-1/2", respectively. Fasteners shall be placed at centerline of deck flutes. Refer to Figures 2 & 3 (Section 3.2.1.1.6) for additional flute dimensions, fastener locations, and load orientations for both deck orientations.

3 Structural lightweight concrete fill above top of metal deck shall be a minimum 2-1/2" deep.



Drywall Track Fastening Systems 3.2.6


Acceptance Locations (NON-SHADED AREAS) for Drywall Track Fasteners in CMU Walls

T-Joint


1"Bed Joint 1"




Shank Diameter* in. (mm)

Min. Embed. in. (mm)

Hollow CMU Grout Filled CMUFace Shell6 Mortar Joint6 Face Shell6 Mortar Joint6 Top of Grouted Cell8

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear7 lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear7 lb (kN)

Tension lb (kN)

Shear9 lb (kN)

Drywall TrackFasteners X-DW 0.118 1 115 130 30 65 120 140 45 120 120 165

(3.0) (25) (0.51) (0.58) (0.13) (0.29) (0.53) (0.62) (0.20) (0.53) (0.53) (0.73)


3/4 90 115 65 55 95 120 70 85 65 900.118 (19) (0.40) (0.51) (0.29) (0.24) (0.42) (0.53) (0.31) (0.38) (0.29) (0.40)(3.0) 1 115 130 70 65 130 140 85 120 75 95

(25) (0.51) (0.58) (0.31) (0.29) (0.58) (0.62) (0.38) (0.53) (0.33) (0.42)Drywall Track Gas Fastener X-GHP 0.118 5/8 40 80 15 40 90 100 40 80 60 85

(3.0) (16) (0.18) (0.36) (0.07) (0.18) (0.40) (0.44) (0.18) (0.36) (0.27) (0.38)

1 The tabulated allowable load values are for the low-velocity fastener only, using a safety factor of 5.0 or higher calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria.


3 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with mortar conforming to ASTM C 270, Type N.



6 Fastener can be located anywhere on the face shell as shown in the figure to the right.


8 Fastener located in center of grouted cell installed vertically.9 Shear can be in any direction.10 Multiple fasteners are recommended for any attachment.

Allowable Loads in Minimum ASTM A 36 (Fy≥36ksi;Fu≥58ksi)Steel1,2,6,7

Fastener Description Fastener ShankDiameter*

in. (mm)

Steel Thickness (in.)1/8 3/16 1/4 3/8 1/2 ≥3/4

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Standard Smooth Shank X-S13 0.145 140 300 300 450 300 450 300 450 – – – –(3.7) (0.62) (1.33) (1.33) (2.00) (1.33) (2.00) (1.33) (2.00)Drywall Track Smooth Shank w/Metal Top Hat Washer X-S16 P8TH 0.145 – – 250 530 330 575 335 610 265 480 – –(3.7) (1.11) (2.36) (1.47) (2.56) (1.49) (2.71) (1.18) (2.14)

Universal Knurled Shank X-U 15 0.145 – – 155 395 230 395 420 450 3655 5005 3655 4005

(3.7) (0.69) (1.76) (1.02) (1.76) (1.87) (2.00) (1.62) (2.22) (1.62) (1.78)

Drywall Track Smooth Shank X-DW 0.118 – – 240 400 320 425 – – – – – –(3.0) (1.07) (1.78) (1.42) (1.89)

Drywall Track Smooth ShankX-EGN4 0.118 140 270 220 275 225 320 280 375 – – – –(3.0) (0.62) (1.20) (0.98) (1.22) (1.00) (1.42) (1.25) (1.67)

X-EGN3,4 0.118 – – 220 315 260 375 280 400 – – – –(3.0) (0.98) (1.40) (1.16) (1.67) (1.25) (1.78)

Drywall Track Gas Fastener X-GHP 0.118 125 230 170 245 200 230 250 255 – – – –(3.0) (0.56) (1.02) (0.76) (1.09) (0.89) (1.02) (1.11) (1.13)

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be in investigated in accordance with accepted design criteria.

2 Low-velocity fasteners shall be driven to where the point of the fastener penetrates the steel base material in accordance with Section 3.2.1.2.3, except as noted in this table.

3 Based on testing with Fy = 50 ksi base material.

4 X-EGN fasteners installed into 3/8" or thicker base steel require 0.320" minimum penetration depth.

5 Based upon minimum point penetration of 15/32".


7 Refer to guidelines for fastening to steel, Section 3.2.1.2, for application limits.


3.2.6 Drywall Track Fastening Systems




Allowable Tensile Pullover and Shear Bearing Load Capacities for Light Steel Framing with Power-Driven Fasteners1,2,3,4

Fastener Description* Fastener

HeadDia.in.

(mm)

Sheet Steel Thickness14 ga. 16 ga. 18 ga. 20 ga. 22 ga. 24 ga. 25/26 ga.

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

0.118" shank with Plastic Top Hat Washer X-DW THP

0.276 650 – 635 – 410 390 300 335 250 235 170 185 100 125(7.0) (2.89) (2.82) (1.82) (1.73) (1.33) (1.49) (1.11) (1.05) (0.76) (0.82) (0.44) (0.56)

0.118" shank with MX collation

X-DW, X-GN, X-EGN, X-GHP

0.276 – – – – 325 390 265 335 250 235 170 185 100 125(7.0) (1.45) (1.73) (1.18) (1.49) (1.11) (1.05) (0.76) (0.82) (0.44) (0.56)

0.138" shank with Plastic Top Hat Washer X-C 20 THP

0.322 – 860 685 715 490 465 360 375 300 265 205 200 120 130(8.2) (3.83) (3.05) (3.18) (2.18) (2.07) (1.60) (1.67) (1.33) (1.18) (0.91) (0.89) (0.53) (0.58)

0.145" shank with Plastic Top Hat Washer X-S13 THP

0.322 – 985 685 720 490 515 360 440 300 310 205 235 120 145(8.2) (4.38) (3.05) (3.20) (2.18) (2.29) (1.60) (1.96) (1.33) (1.38) (0.91) (1.05) (0.53) (0.64)

0.145" shank with Metal Top Hat Washer

X-S16 P8TH X-U 15 P8TH

0.322 – – 940 940 785 685 625 550 510 465 390 365 335 315(8.2) (4.18) (4.18) (3.49) (3.05) (2.78) (2.45) (2.27) (2.07) (1.73) (1.62) (1.49) (1.40)

1 Allowable load values are based on a safety factor of 3.0 in accordance with the AISI NASPEC, 2007 edition.2 Allowable pullover capacities of sheet steel should be compared to the allowable fastener tensile load capacities in concrete, steel, and masonry to

determine controlling resistance load.3 Allowable shear bearing capacities of sheet steel should be compared to allowable fastener shear capacities in concrete, steel or masonry to determine

controlling resistance load.4 Data is based on the following minimum sheet steel properties, Fy = 33 ksi, Fu = 45 ksi (ASTM A 653 material).

Powder-Actuated (Concrete)Fastener Description


Shank Ø* in. (mm) Washer Ø Packaging Qty

X-C 20 THP 3/4 (20) 0.138 (3.5) 8 mm plastic tophat 1000 pcs/boxX-C 22 TH 7/8 (22) 0.138 (3.5) 8 mm metal tophat 1000 pcs/boxX-C 20 MX 3/4 (20) 0.138 (3.5) Collated 1000 pcs/boxX-DW 20 THP 3/4 (20) 0.118 (3.0) 8 mm plastic tophat 1000 pcs/boxX-DW 20 MX 3/4 (20) 0.118 (3.0) Collated 1000 pcs/box

Powder-Actuated (Steel)Fastener Description


Shank Ø* in. (mm) Washer Ø Packaging Qty

X-S13 THP 1/2 (13) 0.145 (3.7) 8 mm plastic tophat 100 or 1000 pcs/boxX-S13 MX 1/2 (13) 0.145 (3.7) Collated 100 or 1000 pcs/boxX-U 15 TH 5/8 (16) 0.145 (3.7) 8 mm metal tophat 1000 pcs/boxX-U 15 MX 5/8 (16) 0.145 (3.7) Collated 1000 pcs/boxX-S16 TH 5/8 (16) 0.145 (3.7) 8 mm metal tophat 1000 pcs/box

Gas-Actuated (Concrete)Fastener Description



X-GN 20 MX 3/4 (20) 0.118 (3.0) Collated 750 pcs/boxX-GN 27 MX 1 (27) 0.118 (3.0) Collated 750 pcs/boxX-GN 32 MX 1-1/4 (32) 0.118 (3.0) Collated 750 pcs/boxX-GN 39 MX 1-5/8 (39) 0.118 (3.0) Collated 750 pcs/boxX-GHP 18 MX 11/16 (18) 0.118 (3.0) Collated 750 pcs/boxX-GHP 20 MX 3/4 (20) 0.118 (3.0) Collated 750 pcs/box

Gas-Actuated (Steel)Fastener Description



X-EGN 14 MX (steel) 1/2 (14) 0.118 (3.0) Collated 750 pcs/boxX-GHP 18 MX 11/16 (18) 0.118 (3.0) Collated 750 pcs/boxX-GHP 20 MX 3/4 (20) 0.118 (3.0) Collated 750 pcs/box


Sill Plate Fastening Systems 3.2.7


Listings/ApprovalsICC-ES (International Code Council) ESR-2379COLA (City of Los Angeles) RR 25708





Installed X-CR-L fastener with “316" clearly marked on washer.

Installed X-CP fastener with“A 153" clearly marked on washer.

The 2-7/8" Hilti X-CF, X-CP and X-CR-L fasteners are specifically designed for attaching wood sill plates to concrete substrates. Hilti offers a suitable fastener for all sill plate application conditions. The carbon steel thick coated X-CP 72 P8S23 fastener together with the SAE 316 X-CR-L 72 P8S23 fastener complement the Hilti powder-actuated fastener portfolio specifically for sill plate applications where pressure treated lumber is being used.

Both the X-CP and X-CR-L fasteners are suitable for use with pressure treated lumber sill plates. Reference General Guidelines on top of following page for fastener recommendation dependent on environment conditions and lumber type used. Both fasteners have a pre-mounted 0.905" (23 mm) 16 gauge washer for fast and reliable installation. The carbon steel thick coated X-CP fastener has an additional plastic washer that minimizes coating damage by the washer during installation. These sill plate fasteners are suitable for use with Hilti’s powder-actuated tools and cartridges.

ProductFeaturesandBenefits

• Fasteners for use with chemical pressure treated lumber (X-CP and X-CR-L).

• Pre-assembled washer for fast and reliable installation.

• Washer clearly stamped with mate-rial/coating for easy inspection.

• X-CP: Additional plastic insert to minimize coating damage during installation.




Washer Material

Fastener Plating

Washer Plating

X-CF 72 P8 S23 Carbon Steel Carbon Steel 5 μm Zinc1 5 μm Zinc1

X-CP 72 P8 S23 Carbon Steel Carbon Steel Thick Mechanical Plated2 > 86 μm

Thick Mechanical Plated2 > 86 μm

X-CR-L 72 P8 S23 SAE 316 SS SAE 304 SS N/A N/A1 ASTM B 633, SC 1, Type III.

2 Equivalent in corrosion resistance to ASTM A 153 HDG.

X-CF X-CP X-CR-L


3.2.7 Sill Plate Fastening Systems


General Guidelines for Untreated and Pressure-Treated Lumber1,2,3

Low Medium High

EnvironmentIndoor - Dry:

Untreated Lumber with no moisture exposure

Indoor & Exterior - Dry: Pressure Treated Lumber with no moisture exposure

Indoor & Exterior - Wet: Heavy industrial or coastal areas with high prolonged moisture levels but no

direct exposure to chlorides, and average temperatures below 86 °F (30 °C).

Wood Type Untreated LumberSBX/DOT, Zinc borated ACQ,

CA-B,CBA-A treated or untreated lumber

All wood types (Untreated lumber, SBX/DOT, Zinc borated ACQ, CA-B,

CBA-A, ACZA)

Fastener Carbon Steel, electro-galvanized (min. 5 - 13 microns)

Carbon Steel, Thick Mechanical Plated (Power Driven Fasteners

> 86 microns)SAE 316 Stainless Steel

Washer Designation Inspection

X-CF washer X-CP washer denoting ASTM A 153 Corrosion Resistance

X-CR-L washer denoting the material of the fastener SAE 316 Stainless Steel

1 If the moisture content of Pressure Treated Lumber is high (> 18 %) or unknown, stainless steel fasteners are recommended. Select appropriate stainless steel grade for your application.

2 Guidelines based on fastener coating / material resistance to environmental corrosion (commonly called “rusting"). Evaluate site conditions which may affect these guidelines, such as: corrosive agents other than those listed; expected service life; other (non environmental) types of corrosion etc.

3 In highly corrosive environments (such as direct exposure to chlorides with average temperatures above 86 °F (30 °C)) it is generally recommended that a Highly Corrosive Resistant (HCR) Fastener be used such as Hilti HAS HCR Adhesive Anchor Rods. Contact Hilti Technical Support for more information.

Allowable Loads for Sill Plate Fasteners Installed in Minimum f'c=2,000psiNormalWeightConcrete1,2,3

Fastener Designation Shank Diameter in. (mm)

Washer Diameter in. (mm)

Fastener Length in. (mm)

Tension lb (kN)

Shear lb (kN)

Interior Shear Wall or Interior Non-Shear Wall4

X-CF 72 P8 S23 0.145 (3.7) 0.905 (23) 2-7/8 (72) 130 (0.58) 210 (0.93)X-CP 72 P8 S23 0.145 (3.7) 0.905 (23) 2-7/8 (72) 175 (0.78) 250 (1.11)X-CR-L 72 P8 S23 0.145 (3.7) 0.905 (23) 2-7/8 (72) 140 (0.62) 155 (0.69)

Exterior Shear Wall5

X-CF 72 P8 S23 0.145 (3.7) 0.905 (23) 2-7/8 (72) 130 (0.58) 165 (0.73)X-CP 72 P8 S23 0.145 (3.7) 0.905 (23) 2-7/8 (72) 165 (0.73) 95 (0.42)X-CR-L 72 P8 S23 0.145 (3.7) 0.905 (23) 2-7/8 (72) 140 (0.62) 130 (0.58)

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood sill plates connected to the substrate must be investigated in accordance with accepted design criteria.

2 Multiple fasteners are recommended for any attachment.3 Allowable load values are for attachment of nominal 2x lumber with the steel washer bearing on the top surface of the wood.4 These allowable load values based on testing performed at a minimum 2-3/4" edge distance (i.e. middle of slab).5 These allowable load values based on testing performed at 1-3/4" edge distance.


3.2.7.4 Ordering InformationFastener Description Shank Length Shank Ø Washer ØCarbon Steel - 5 μm Zinc in. (mm) in. (mm) in. (mm) Packaging QtyX-CF 72 P8 S23 2-7/8 (72) 0.145 (3.7) 0.905 (23) 100 pcs. / boxCarbon Steel - Thick Mechanical Plated min. 86 μmX-CP 72 P8 S23 2-7/8 (72) 0.145 (3.7) 0.905 (23) 100 pcs. / boxStainless Steel – SAE 316 fastener / SAE 304 washerX-CR-L 72 P8 S23 2-7/8 (72) 0.145 (3.7) 0.905 (23) 100 pcs. / box


Stud Fasteners for Attachment to Concrete 3.2.8


Listings/ApprovalsICC-ES (International Code Council) ESR-1663COLA (City of Los Angeles) RR 25646FM (Factory Mutual) W10-30-27P10, W10-30-32P10 & W10-30-42P10 Fasteners for Sprinkler Pipe HangersUL (Underwriters Laboratories) W10-30-32P10 & W10-30-42P10, Fasteners for Sprinkler Pipe Hangers




3.2.8.4 Installation Instructions


X-W6 W10


The Hilti threaded stud program is for use with Hilti powder-actuated tools to provide a fast and reliable solution for making attachments to concrete base materials. Threaded studs are available in standard carbon steel or SAE 316 equivalent stainless steel for high corrosion resistance in order to meet a wide variety of application requirements.

The X-W6 and W10 threaded studs have varying shank lengths to provide reliable fastenings to standard and high strength concrete. Thread diameters of 1/4" have thread lengths ranging from 1/2" through 1-1/2". The 3/8" thread diameter has a single thread length of 1-3/16".


ShankLength

ThreadLength



Fastener Plating

X-W6 Carbon Steel 5 µm Zinc1

W10 Carbon Steel 5 µm Zinc1

X-CR W6 SAE 316 Equivalent N/A

1 ASTM B 633, SC1, Type III

Fastener Designation Thread Designation Thread Length Shank Lengthin. (mm) in. (mm)

X-W6-11-22 UNC 1/4-inch 7/16 (11) 7/8 (22)X-W6-11-27 UNC 1/4-inch 7/16 (11) 1 (27)X-W6-20-22 UNC 1/4-inch 3/4 (20) 7/8 (22)X-W6-20-27 UNC 1/4-inch 3/4 (20) 1 (27)X-W6-38-27 UNC 1/4-inch 1-1/2 (38) 1 (27)

X-CR W6-11-27 UNC 1/4-inch 7/16 (11) 1 (27)X-CR W6-22-27 UNC 1/4-inch 7/8 (22) 1 (27)

W10-30-27 UNC 3/8-inch 1-3/16 (30) 1 (27)W10-30-32 UNC 3/8-inch 1-3/16 (30) 1-1/4 (32)W10-30-42 UNC 3/8-inch 1-3/16 (30) 1-5/8 (42)

Allowable Loads in Normal Weight Concrete1,2

Description FastenerShank

DiameterMinimum

Embedment


Tension Shear Tension Shearin. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN)

1/4–20 Threaded Stud X-W6 0.145 3/4 (19) 40 (0.18) 55 (0.24) 40 (0.18) 55 (0.24)(3.7) 1 (25) 85 (0.38) 195 (0.87) 110 (0.49) 225 (1.00)

3/8–16 Threaded Stud W10 0.205(5.2)

1 (25) 85 (0.38) 95 (0.42) 100 (0.44) 105 (0.47)1-1/4 (32) 175 (0.78) 345 (1.53) 200 (0.89) 380 (1.69)1-5/8 (41) 285 (1.27) 380 (1.69) 385 (1.71) 395 (1.76)

1/4–20 Stainless Steel Threaded Stud X-CR W6 0.145

(3.7) 1 (25) 85 (0.38) 195 (0.87) 110 (0.49) 225 (1.00)



X-CR W6


3.2.8 Stud Fasteners for Attachment to Concrete




Shank Dia.

Min. Embed.

Fastener Location


Tension Shear Tension lb (kN) Shearin. (mm) in. (mm) lb (kN) lb (kN) Upper Flute Lower Flute lb (kN)

1/4–20 Threaded Stud X-W6 0.145

(3.7)3/4 (20) 125 (0.56) 185 (0.82) 125 (0.56) 115 (0.54) 185 (0.82)1 (25) 175 (0.78) 185 (0.82) 160 (0.71) 180 (0.80) 185 (0.82)

3/8–16 Threaded Stud W10 0.205

(5.2)

1 (25) 265 (1.18) 190 (0.85) 160 (0.71) – 185 (0.82)1-1/4 (32) 280 (1.25) 380 (1.69) 160 (0.71) 210 (0.93) 470 (2.09)1-5/8 (41) 445 (1.98) 540 (2.40) 435 (1.93) 325 (1.45) 675 (3.00)

1/4–20 Stainless Steel Threaded Stud

X-CR W6 0.145 (3.7) 1 (25) 175 (0.78) 185 (0.82) 160 (0.71) 190 (0.85) 185 (0.82)


2 The steel deck profile is 3" deep composite floor deck with a thickness of 20 gauge (0.0358"). Figure 1 (Section 3.2.1.1.6) shows the nominal flute dimensions, fastener locations and load orientations for the deck profile.

3 Structural lightweight concrete fill above top of metal deck shall be a minimum of 3-1/4" deep.4 Multiple fasteners are recommended for any attachment.

Acceptance Locations (NON-SHADED AREAS) for Threaded Studs in CMU Walls

T-Joint


1"Bed Joint 1"


Fastener Description Fastener Shank

Diameter in. (mm)

Minimum Embedment

in. (mm)

Hollow CMU Grout Filled CMUFace Shell6 Mortar Joint6 Face Shell6 Mortar Joint6

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear7 lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear7 lb (kN)

1/4-20 Threaded Stud X-W60.145 1 105 175 80 110 125 175 135 150(3.7) (25) (0.47) (0.78) (0.36) (0.49) (0.56) (0.78) (0.60) (0.67)

1 The tabulated allowable load values are for the low-velocity fastener only, using a safety factor of 5.0 or higher. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria.


3 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with mortar conforming to ASTM C 270, Type N.



6 Fastener can be located anywhere on the face shell or mortar joint as shown in the figure to the right.



Allowable Bending Moments for Threaded Stud Fasteners Installed in Minimum 2,000 psi Concrete1

Fastener Designation Mrec ft-lb (Nm)X-W6 3.6 (4.9)W10 10.0 (13.6)

X-CR W6 3.2 (4.3)

1 Based on a safety factor greater than or equal to 2.0.

2 For more information on bending moments, reference Section 3.2.1.1.7.


Stud Fasteners for Attachment to Concrete 3.2.8



Press tip of fastener to concrete base material. Drive fastener with Hilti powder-actuated tool.

Ensure proper threaded stud embedment.

Make attachment. Do not exceed Maximum Tightening Torque, Tmax.

Tmax

X-W6

W10*

Maximum Tightening Torque, Tmax, for Threaded Studs Driven into Concrete, ft-lb (Nm)

Stud TypeX-W6 W10 X-CR W6

3.0 (4.0) 4.5 (6.0) 3.0 (4.0)



Shank Ø in. (mm)

Thread Length in. (mm) Thread Ø

Guidance Washer Ø

Packaging Quantity

X-W6-11-22 FP8 7/8 (22) 0.145 (3.7) 7/16 (11) UNC 1/4-inch 8 mm plastic 100 pcsX-W6-11-27 FP8 1 (27) 0.145 (3.7) 7/16 (11) UNC 1/4-inch 8 mm plastic 100 pcsX-W6-20-22 FP8 7/8 (22) 0.145 (3.7) 3/4 (20) UNC 1/4-inch 8 mm plastic 100 pcsX-W6-20-27 FP8 1 (27) 0.145 (3.7) 3/4 (20) UNC 1/4-inch 8 mm plastic 100 pcsX-W6-38-27 FP8 1 (27) 0.145 (3.7) 1-1/2 (38) UNC 1/4-inch 8 mm plastic 100 pcs

X-W6-11-22 D12 7/8 (22) 0.145 (3.7) 7/16 (11) UNC 1/4-inch 12 mm plastic 100 pcsX-W6-20-22 D12 7/8 (22) 0.145 (3.7) 3/4 (20) UNC 1/4-inch 12 mm plastic 100 pcsX-W6-20-27 D12 1 (27) 0.145 (3.7) 3/4 (20) UNC 1/4-inch 12 mm plastic 100 pcs

W10-30-27 P10 1 (27) 0.205 (5.2) 1-3/16 (30) UNC 3/8-inch 10 mm plastic 100 pcs W10-30-32 P10 1-1/4 (32) 0.205 (5.2) 1-3/16 (30) UNC 3/8-inch 10 mm plastic 100 pcs W10-30-42 P10 1-5/8 (42) 0.205 (5.2) 1-3/16 (30) UNC 3/8-inch 10 mm plastic 100 pcs

X-CR W6-11-22 FP8 7/8 (22) 0.145 (3.7) 7/16 (11) UNC 1/4-inch 8 mm plastic 100 pcsX-CR W6-11-27 FP8 1 (27) 0.145 (3.7) 7/16 (11) UNC 1/4-inch 8 mm plastic 100 pcs

* W10 threaded stud installation requires a 10mm fastener base plate.

X-CR W6


3.2.9 Stud Fasteners for Attachment to Steel


Listings/ApprovalsICC-ES (International Code Council)ESR-2347COLA (City of Los Angeles) RR 25684 FM (Factory Mutual)X-EW10H and X-EW6HUL (Underwriters Laboratories)X-EW10H and X-EW6HABS (American Bureau of Shipping)Lloyds Register GL (Germanischer Lloyd)DNV






3.2.9.1 Product DescriptionThe Hilti threaded stud program is for use with Hilti powder-actuated tools to provide a fast and reliable solution for making attachments to steel base material in lieu of through bolting, screw fastening, or stud welding. Threaded studs are available in SAE 316 stainless steel equivalent corrosion resistance or carbon steel to meet a wide range of application requirements when making

fastenings to steel greater than or equal to 3/16". The X-EW6H and X-EW10H threaded studs are hardened fasteners with a unique knurled shank design for improved penetration and high tension and shear values in ASTM A 36 and higher grades of steel. Thread diameters are 1/4", 3/8", and 8 mm with thread lengths ranging from 3/8" to 1-1/2".

Thread and Shank Length

ShankLength

ThreadLength

Threaded Stud Stand-off (hNVS)

hNVS

X-EW6HX-EW10H

X-CRM8 X-BT W6*X-BT W10*X-BT M8*

* Innovative blunt-tip X-BT fasteners are discussed in more detail in Section 3.2.10



Fastener Plating

X-EW6H Carbon Steel 5 μm Zinc1

X-EW10H Carbon Steel 5 μm Zinc1

X-CRM8 SAE 316 Stainless Steel2 N/AX-BT W6* SAE 316 Stainless Steel2 N/A

X-BT W10* SAE 316 Stainless Steel2 N/AX-BT M8* SAE 316 Stainless Steel2 N/A

1 ASTM B 633, SC 1, Type III2 Equivalent corrosion resistance to SAE 316 stainless steel

3.2.9.3 Technical DataThreadedSteelStudSpecificationTable

Designation Thread Designation

Thread Length

Shank Length

Threaded Stud Stand-Off, hNVS

in. (mm) in. (mm) in. (mm)X-EW6H-11-9 UNC 1/4-inch 7/16 (11) 3/8 (9) 3/8 – 1/2 (9.5 - 12.5) X-EW6H-20-9 UNC 1/4-inch 3/4 (20) 3/8 (9) 23/32 – 27/32 (18.5 - 21.5) X-EW6H-28-9 UNC 1/4-inch 1-1/8 (28) 3/8 (9) 1-1/16 – 1-5/32 (26.5 - 29.5)X-EW6H-38-9 UNC 1/4-inch 1-1/2 (38) 3/8 (9) 1-7/16 – 1-9/16 (36.5 - 39.5)

X-EW10H-30-14 UNC 3/8-inch 1-3/16 (30) 9/16 (14) 1-3/32 – 1-7/32 (28.0 - 31.0) X-CRM8-9-12 Metric 8 mm 3/8 (9) 1/2 (12) 7/16 – 19/32 (11.0 – 15.0) X-CRM8-15-12 Metric 8 mm 5/8 (15) 1/2 (12) 5/8 – 25/32 (16.0 – 20.0)X-BT W6-24-6* UNC 1/4-inch 15/16 (24) 1/4 (6) 1 – 1-1/16 (25.7 – 26.8)X-BT M8-15-6* Metric 8 mm 5/8 (15) 1/4 (6) 5/8 – 11/16 (15.7 - 16.8)

X-BT W10-24-6* UNC 3/8-inch 15/16 (24) 1/4 (6) 1 – 1-1/16 (25.7 – 26.8)


Stud Fasteners for Attachment to Steel 3.2.9


*Innovative blunt-tip X-BT fasteners are installed with a Hilti DX-351BT powder-actuated tool and discussed in more detail in Section 3.2.10.


Tmax

hNVS

Press tip of fastener to steel material. Drive fastener with Hilti powder- actuated tool.

Ensure proper threaded stud stand-off. Make attachment. Do not exceed Maximum Tightening Torque, Tmax.

Note: Installation instructions for innovative blunt-tip X-BT fasteners are provided in Section 3.2.10.4

Allowable Loads in Minimum ASTM A 36 (Fy≥36ksi;Fu≥58ksi)Steel1,2

Stud TypeShank

Diameter in. (mm)

Steel Thickness in. (mm)

3/16 (4.8) 1/4 (6.4) 3/8 (9.5) 1/2 (12.7) ≥3/4 (19.1)Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

X-EW6H 0.145 (3.7)360 500 500 600 500 600 500 600

– –(1.60) (2.22) (2.22) (2.67) (2.22) (2.67) (2.22) (2.67)

X-EW10H 0.205 (5.2) – –970 1000 1100 1100 1100 1100 800 800

(4.31) (4.45) (4.89) (4.89) (4.89) (4.89) (3.56) (3.56)

X-CRM8 0.157 (4.0) – –405 405 405 405 405 405

– –(1.80) (1.80) (1.80) (1.80) (1.80) (1.80)

X-BT3

W6/W10/M8 0.177 (4.5) – –245 425 405 585 405 585 405 585

(1.09) (1.89) (1.80) (2.60) (1.80) (2.60) (1.80) (2.60)

1 The tabulated allowable load values are for the low-velocity threaded studs only, using a factor of safety that is greater than or equal to 5.0, calculated in accor-dance with AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria.

2 Tabulated allowable load values based upon embedment in steel such that threaded stud stand-off, hNVS, complies with the Threaded Steel Stud Specification Table.

3 To prevent through penetration or damage to coatings on the base steel, a minimum base steel thickness of 5/16" is required for X-BT threaded studs. Load values provided for 3/8" base steel thickness are also valid for 5/16" base steel thickness. For further information, reference Section 3.2.10.

Maximum Tightening Torque, Tmax, for Threaded Studs Driven into Steel, ft-lb (Nm)

Stud Type

X-EW6H X-EW10H X-CRM8 X-BT* W6, W10 & M8

3.0 (4.1) 11.0 (14.9) 6.0 (8.1) 6.0 (8.1)

Allowable Bending Moments For Threaded Stud Fasteners Installed in Minimum ASTM A 36 Steel1

Fastener Nomenclature Mrec ft-lb (Nm)X-EW6H 2.2 (3.0)

X-EW10H 6.5 (8.8)X-CRM8 4.0 (5.5)

X-BT W6/W10/M8 6.0 (8.2)

1 Based on a safety factor greater than or equal to 2.0.

2 For more information on bending mements, reference Section 3.2.1.2.7.


3.2.9 Stud Fasteners for Attachment to Steel


X-EW6H & X-EW10H

X-CRM8

* Innovative blunt-tip X-BT fasteners are discussed in more detail in Section 3.2.10



Shank Ø in. (mm)


Guidance Washer Ø

Packaging Quantity

X-EW6H-38-9FP8 3/8 (9) 0.145 (3.7) 1-1/2 (38) UNC 1/4-inch 8 mm plastic 100 pcsX-EW6H-38-9P12 3/8 (9) 0.145 (3.7) 1-1/2 (38) UNC 1/4-inch 12 mm plastic 100 pcsX-EW6H-28-9FP8 3/8 (9) 0.145 (3.7) 1-1/8 (28) UNC 1/4-inch 8 mm plastic 100 pcs X-EW6H-28-9P12 3/8 (9) 0.145 (3.7) 1-1/8 (28) UNC 1/4-inch 12 mm plastic 100 pcs X-EW6H-20-9FP8 3/8 (9) 0.145 (3.7) 3/4 (20) UNC 1/4-inch 8 mm plastic 100 pcs X-EW6H-20-9P12 3/8 (9) 0.145 (3.7) 3/4 (20) UNC 1/4-inch 12 mm plastic 100 pcs X-EW6H-11-9FP8 3/8 (9) 0.145 (3.7) 7/16 (11) UNC 1/4-inch 8 mm plastic 100 pcs X-EW6H-11-9P12 3/8 (9) 0.145 (3.7) 7/16 (11) UNC 1/4-inch 12 mm plastic 100 pcs X-EW10H-30-14P10 9/16 (14) 0.205 (5.2) 1-3/16 (30) UNC 3/8-inch 10 mm plastic 100 pcsX-BT W6-24-6 SN12-R* 1/4 (6) 0.177 (4.5) 15/16 (24) UNC 1/4-inch 12 mm steel 100 pcsX-BT W10-24-6 SN12-R* 1/4 (6) 0.177 (4.5) 15/16 (24) UNC 3/8-inch 12 mm steel 100 pcs X-BT M8-15-6 SN12-R* 1/4 (6) 0.177 (4.5) 5/8 (15) Metric 8 mm 12 mm steel 100 pcs X-CRM8-15-12-P8 1⁄2 (12) 0.157 (4.0) 5/8 (15) Metric 8 mm 8 mm plastic 100 pcs X-CRM8-15-12-FP10 1⁄2 (12) 0.157 (4.0) 5/8 (15) Metric 8 mm 10 mm plastic 100 pcs X-CRM8-9-12-P8 1⁄2 (12) 0.157 (4.0) 3/8 (9) Metric 8 mm 8 mm plastic 100 pcs X-CRM8-9-12-FP10 1⁄2 (12) 0.157 (4.0) 3/8 (9) Metric 8 mm 10 mm plastic 100 pcs

X-BT 4000-A Drill & TX-BT Step Drill Bit X-BT 351 BT Tool & Brown Cartridge Strip X-BT*



X-BT Fastening Systems 3.2.10


The Hilti X-BT Fastening System is an innovative method of fastening to pre-painted steel without damaging the surface coating. The system consists of a Hilti powder-actuated tool equipped with specially adapted fastener guides for use with X-BT threaded studs. The X-BT fasteners are stainless steel threaded studs available with thread diameters 8 mm, 1/4" (W6) and 3/8" (W10). The stud, with or without sealing washer, is cleanly set in a small pre-drilled hole in the base steel. The X-BT system is designed to work on carbon steels as thin as 5/16" (8 mm) without through-penetration or damage to surface coatings eliminating time consuming surface preparation and rework (such as with welding).

The X-BT M8 threaded stud, in conjunction with the X-FCM grating disks, can be used to fasten grating to a variety of different steel shapes (Refer to Section 3.4.2.). The larger W10 threaded fasteners can be used to support cable/conduit connectors and trays, piping, channels, instrumentation, lighting fixtures, signage, junction boxes, and other fastenings to steel.

ProductFeaturesandBenefits

• Efficient: No through penetration of base material — eliminating rework of the base steel coating.

• Fast: 100 studs per hour can be easily set by one user.

• Durable: Highly corrosion resistant stainless steel. Fusion to base steel resulting in high load capacities compared to similar methods of fastening.

• Flexible: Works on most steel shapes and thicknesses down to 5/16" (8mm), ideal for both mild and high strength carbon steel base materials.

• Simple: Easy to use portable system requiring no electrical cords or heavy equipment.

GuideSpecification

05090 Metal Fastenings

Blunt-tip (X-BT), powder-actuated, 1/4", 3/8" [or M8] threaded stud, manufactured by Hilti for attaching items to coated/uncoated carbon steels having base material thickness greater than or equal to 5/16". Contact a manufacturer’s representative from Hilti to provide installation training to the operators at the project site.


Listings/ApprovalsICC-ES (International Code Council) ESR-2347COLA (City of Los Angeles) RR 25684UL (Underwriters Laboratories) X-BT W10 with sealing washers for use as Grounding Studs Note: UL listing does not include X-BT W6, X-BT M8 or any X-BT studs without sealing washersABS (American Bureau of Shipping)Lloyds RegisterGL (Germanischer Lloyd)DNV






X-BT W6, X-BT W10, X-BT M8

X-BT W6-24-6 SN12-R

X-BT M8-15-6 SN12-R

M8

0.472"[ø 12]

ø 0.177"[4.5]

[14]

0.55

1"

0.83

9"[2

1.3]

M8

ø 0.177"[4.5]

[16]

0.63

0"[2

1.3]

0.83

9"

X-BT M8-15-6-R

Part Material DesignationTensile

Strength, Fu ksi (N/mm2)

Shank High Corrosion Resistant Stainless Steel ≥ 205 (1400)

Threaded Sleeve

X2CrNiMo 17132 ≥ 110 (750)

SN12-R Washer

X5CrNiMo 17-12-2+2H ≥ 110 (750)

Sealing Washer

Elastomer, black resistant to: UV, salt water, water,

ozone, oils, etc.N/A

1 SN12-R and sealing washer only found on X-BT M8-15-6 SN12-R, X-BT W6-24-6 SN12-R and X-BT W10-24-6 SN12-R.


X-BT W10-24-6 SN12-R

UNC3/8"

ø 0.177"[4.5]

0.472"[ø 12]

0.94

5" [2

4]

1.23

2" [3

1.3]

X-BT W10-24-6-R

3/8"UNC

ø 0.177"[4.5]

1.02

4" [2

6]

1.23

2" [3

1.3]


3.2.10 X-BT Fastening Systems



Detailing: Spacing: ≥ 5/8" (15 mm) Edge Distance: ≥ 1/4" (6 mm)

≥ 1/4"

≥ 5/

16"

≥ 1/4" ≥ 5/8" ≥ 5/8"

Allowable Loads in ≥ 5/16" Steel1,2,3

Load Type Minimum ASTM A 36 steel

MinimumGrade 50 steels

Tension, lb (kN) 405 (1.8) 515 (2.3) Shear, lb (kN) 585 (2.6) 765 (3.4) Moment, ft-lb (Nm) 6 (8.1) 6 (8.1) Torque, ft-lb (Nm) 6 (8.1) 6 (8.1)

1 The tabulated allowable load values are for the X-BT fastener only, using a safety factor of 5.0. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criterion.

2 Minimum edge distance and minimum spacing are 1/4" and 5/8", respectively.3 Multiple fasteners are recommended for any attachment.

Technical Information for use of X-BT as Grounding Stud1,2,3

Fastener

Maximum Copper or Aluminum

Wire

Minimum Base Steel Thickness

in. (mm)

Grounding Connectors

X-BT W10 SN12-R 6 AWG (16 mm2)

5/16 (8)

Ring Terminated Copper or Aluminum Conductors

1 Additional information for installation of X-BT when used as a grounding stud can be found on page 58.

2 Information based upon Underwriters Laboratories (UL) listing from testing conducted per Stan-dard UL 467, Grounding and Bonding Equipment with a maximum ambient temperature of 212°F (100°C) with a permanent current of less than 60 amps.

3 Selection, design and evaluation of the electrical wire and connectors for the given grounding ap-plication and intended use is the responsibility of the electrical engineer.

X-BT Fastener Selectionunless indicated otherwise, dimensions in. (mm)

Designation DhNVS

2

in. (mm)

For use in coated steel or HDG

X-BT W6-24-6 SN12-R 1/4 1.055 (26.8)

X-BT W10-24-6 SN12-R 3/8 1.055 (26.8)

X-BT M8-15-6 SN12-R M8 0.661 (16.8)

For use in uncoated steel

X-BT W10-24-6-R1 3/8 1.055 (26.8)

X-BT M8-15-6-R1 M8 0.661 (16.8)

1 If used on coated steel, rework of the coating is required, due to no sealing washer.

2 Maximum value allowable. May vary by -0.043" (-1.1 mm.)

D

h NVS

0.05

9"ca

. 1.5

mm

X-BT W10-24-6 SN12-R

or X-BT M8-15-6 SN12-R

X-BT W6-24-6 SN12-R

h NVS

X-BT W10-24-6-R or X-BT M8-15-6-R

D

h NVS





1. Mark location for each fastening

2. Pre-drill with TX-BT 4/7 step shank drill bit

3. Drive fastener into drilled hole only with DX351-BT/ BTG tool and Hilti 6.8/11M High Precision brown cartridge. High precision cartridge is a cartridge with a specific energy level and a narrow energy band.

4. Put on material to be fastened, washer and nut

5. Tighten using an electric screw driver with torque clutch or torque wrench.

Installation Details

Pre-drill until shoulder grinds a shiny ring (to assure proper drilling depth).

Before fastener installation:The drilled hole must be clear of liquids and debris. Area around drilled hole must be free from liquids and debris.

NO debris

NOwater, oil, etc.

2

Adjust power on the DX351-BT/BTG so that the fastener stand-off, hNVS, is:

Fastener hNVS

X-BT W6 & W10 1.012"–1.055" (25.7–26.8 mm)

X-BT M8 0.618"–0.661" (15.7–16.8 mm)

Proper compression of the sealing washer must be achieved.

Power regulation guide to check fastener stand-off available from Hilti.

Tightening torque,Tmax = 6 ft-lb (8 Nm)

Hilti Tool Torque Setting1

SF 121-A 11SF 22-A 9SF 144-A 9SF 150-A 9SF 180-A 8

1 Guideline setting only. Set clutch to appropriate setting to obtain desired torque.

Tmax

h NVS

h NVS


3.2.10 X-BT Fastening Systems


1. X-BT W10-24-6 SN12-R fastener.

2. Hex jam nut 3/8-16, alloy group 2 (316SS) according to ASTM F 594.

3. Regular helical spring lock washer according to B18.12.1, 316 stainless steel according to SAE J405.

4. Type A plain washer according to ANSI B18.22.1, material according to ASTM AZ4D type 316.

Note: Additional grounding connector as described in Technical Data required.

1234

Typical installation of X-BT as grounding stud

Additional Installation Information for use of X-BT as Grounding Stud

Typical parts list for grounding application

X-BT 4000-A Drill & TX-BT Step Drill Bit X-BT 351 BT Tool & Brown Cartridge Strip X-BT




3.2.10.5 Ordering InformationX-BT Stainless Steel Threaded Studs *Shank diameter 0.177" (4.5 mm), sealing washer diameter 1/2" (12 mm)

Thread Diameter

Thread Length in. (mm)

Package Contents

Ordering Designation

M8 5/8 (15) 100 X-BT M8-15-6 SN12-RW6 15/16 (24) 100 X-BT W6-24-6 SN12-RW10 15/16 (24) 100 X-BT W10-24-6 SN12-R

Box includes: 100 studs, 1 power regulation guide, 1 coating protector, 1 TX-BT step drill bit

* X-BT stainless steel threaded studs also available without sealing washer on request by special order

TX-BT Step Drill Bits *4 mm drill bit diameter, 7.2 mm drilling depth

Overall Length in. (mm)

Package Contents


3-1/8 (80) 10 TX-BT 4/7 - 80 drill bit4-5/16 (110) 10 TX-BT 4/7 - 110 drill bit

* 150 mm length bits available upon request by special order

Cartridges(in magazine strips of 10)

Color Code

Package Contents


Brown 100 6.8/11M “high precision" brown cartridge“high precision" is a narrow energy band at a specific energy level

Tool SetsFor Use with

Package Contents


W6 & W10 1 X-BT SetM8 1 X-BTG Set

Set includes: 1 DX 351 BT or BTG powder-actuated tool, 1 BT cleaning kit, 1 XBT 4000-A cordless drill, 1 charger, 2 batteries, 1 information sheet, 1 spray lube, 3 operating instructions, packed complete in a Hilti toolbox.

Individual ToolsFor Use with

Package Contents


W6 & W10 1 DX 351 BT powder-actuated toolSupplied in an impact-resistant plastic toolbox with cleaning kit, ear protectors, safety goggles, Hilti spray lubricant and operating instructions, info sheet.

M8 1 DX 351 BTG powder-actuated toolSupplied in an impact-resistant plastic toolbox with cleaning kit, ear protectors, safety goggles, Hilti spray lubricant and operating instructions, info sheet.

X-BT 1 XBT 4000-A drillSupplied in a cardboard box with operating instructions. Battery and charger sold separately.

XBT 4000-A Drill AccessoriesPackage Contents


1 X-BT CD 18/24 centering device for grating applications1 C 7/24 Standard Charger1 SFB185 18 volt, 3 amp battery pack1 Belt adapter SFB 180/185 BAP

DX 351 BT/BTG Spare PartsPackage Contents

For use with: DX 351 BT DX 351 BTG


10 • • X-351 BT Coating protector1 • X-351 BT FG G fastener guider1 • X-351 BT FG W1024 fastener guide1 • X-351 BT P1024 piston1 • X-351 BT PG piston

DX 351 BT/BTG Powder-Actuated Tool AccessoriesPackage Contents


1 Cleaning kit DX 351 BT


3.2.11 Clips & Hangers for Mechanical/Electrical



Listings/ApprovalsICC-ES (International Code Council) ESR-2795 (X-HS)COLA (City of Los Angeles) RR 25826 (X-HS)FM (Factory Mutual) W10-30-27P10, W10-30-32P10, W10-30-42P10, EW10-30-15P10, X-EW10H & X-EW6H, X-HS fasteners for sprinkler pipe hangersUL (Underwriters Laboratories) X-ECH, X-EKB and X-ECT hangers for wire positioning devicesW10-30-32P10, W10-30-42P10 & X-EW10H & X-EW6H, EW10-30-15P10 fasteners for sprinkler pipe hangersCable and Conduit Hardware Hangers X-HS W6, X-HS W10 & X-RH






X-HS & X-HS MX HangersThreaded rod hangers available with pre-mounted fasteners (X-HS W6 and X-HS W10) or without pre-mounted fasteners (X-HS W6 MX) for use with magazine tools. For attachment of 1/4" (W6) or 3/8" (W10) threaded rods to concrete or steel.

Threaded Studs with CouplersFor attachment of 1/4" (X-W6) or 3/8" (W10) threaded rods to concrete or steel. More information on Threaded Studs can be found in Sections 3.2.8 and 3.2.9

X-RH Rod HangerFor suspending telecommunications, electrical cable or conduit from concrete ceilings or steel members. It may be used to support smooth or threaded 1/4" diameter rod. The product is UL/cUL listed and plenum rated per NEC requirements. It meets ANSI/TIA/EIA-568-A/-569-A and UL 2239 standards for cable and conduit support devices. Center-to-center spacing for hangers shall not exceed 5’-0".

X-ECH Cable HolderFor suspending telecommunication or electrical cable from concrete or steel. UL/cUL listed, plenum rated (for air handling spaces) per the requirements of UL1565, CAN/CSA C22.2 No. 18.5-02, and National Electric Code Sec. 300-22 (c)(d)

X-EKB MX Cable ClampsFor telecommunications and premise wiring applications. Cable clamp attached directly to base material designed to support multiple cables approximately 1/4" in diameter.

X-ECT Cable Tie FastenerFor telecommunications and premise wiring applications. Cable or conduit support using an adjustable cable tie to secure cable or pipe.

X-BX/EMTC & X-BX/EMTC MX Thin Wall Conduit ClipsThin wall conduit clips available in thicker premium grade (BX/EMTC) or in thinner standard grade (X-BX/EMTC) with pre-mounted fasteners. Also available without pre-mounted fastener (X-BX/EMTC MX) for use with magazine tools. For fastening thin wall conduit.

X-EMTSC MX Stand-Off Conduit ClipsSimilar to EMTC clips to hold conduits away from base material and align conduit to knockouts on junction boxes.

X-HS & X-HS MX Threaded Rod Hangers

X-W6, W10, X-EW6H or X-EW10H with Coupler

X-RH Rod Hanger

X-ECH Cable Holder

X-EKB MX Cable Clamp

X-ECT MX Cable Tie Fastener

X-EMTSC MX Stand-Off Conduit Clip

X-BX/EMTC & X-BX/EMTC MX Conduit Clips

Threaded and Smooth Rod Hangers

Cable and Conduit Attachment


Clips & Hangers for Mechanical/Electrical 3.2.11


3.2.11.2 Material SpecificationsClip/Hanger Designation

Powder-Actuated Fastener Material

Powder-Actuated Fastener Plating

Clip/Hanger Material

Clip/Hanger Plating

X-HS W10/W6 Carbon Steel 5 μm Zinc Carbon Steel 5 μm ZincX-HS W6 MX Carbon Steel1 5 μm Zinc1 Carbon Steel 5 μm Zinc

X-ECH Carbon Steel 5 μm Zinc Nylon Plastic N/AX-RH Carbon Steel 5 μm Zinc Carbon Steel 5 μm Zinc

X-EKB MX Carbon Steel1 5 μm Zinc1 Plastic N/AX-ECT MX Carbon Steel1 5 μm Zinc1 Plastic N/A

X-BX/EMTC Carbon Steel 5 μm Zinc Carbon Steel 5 μm ZincX-BX/EMTC MX Carbon Steel1 5 μm Zinc1 Carbon Steel 5 μm ZincX-EMTSC MX Carbon Steel1 5 μm Zinc1 Carbon Steel 5 μm Zinc

1 Noted clips/hangers do not come with a pre-mounted powder-actuated fastener. Material and plating information provided for the powder-actuated fasteners commonly used with these clips.

Allowable Loads in Normal Weight Concrete3

Description FastenerShank

Diameter


Tension Shear 45 Degree Tension Shear 45 Degreein. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)

Threaded Rod Hanger with pre-mounted fastener

X-HS U271

X-HS U321 0.157(4.0)

75 (0.33) 100 (0.44) 60 (0.27) 85 (0.38) 150 (0.67) 120 (0.53)

X-HS U222 50 (0.22) – – 50 (0.22) – –

X-RH 1/4" Rod Hanger X-RH 1/4" U272 0.157 – – – 50 (0.22) – –(4.0)

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Threaded or smooth rod must be investigated in accordance with accepted design criteria.

2 The tabulated allowable load values for X-RH and X-HS U22 are per UL 2239 with a minimum embedment of 3/4 for X-RH.



Allowable Loads in Minimum f'c = 3000 psi Structural Lightweight Concrete1,4,5

Fastener Shank Diameter

Fastener Location

Installed into Concrete

Installed Through 3" Deep Metal Deck into Concrete2

Installed Through 1-1/2" Deep Metal Deck into Concrete3

Upper Flute Lower Flute Upper Flute Lower Flute

Tension Shear 45-Degree Tension Shear 45-

Degree Tension Shear 45-Degree Tension Shear 45-

Degree Tension Shear 45-Degree

X-HS U27X-HS U32

0.157 95 115 1056 125 220 1756 95 220 1356 95 220 1356 95 220 1356

(4.0) (0.42) (0.51) (0.47) (0.56) (0.98) (0.78) (0.42) (0.98) (0.60) (0.42) (0.98) (0.60) (0.42) (0.98) (0.60)

1 The tabulated allowable load values are for the X-HS threaded rod hanger assembly with an X-U fastener only. Threaded rod must be investigated in accordance with accepted design criteria.

2 The steel deck profile for the 3" deep composite floor deck has a minimum thickness of 20 gauge (0.0358") and a minimum Fy of 33 ksi. Lower and upper flute width must be a minimum of 4-1/2". Figure 1 in Section 3.2.1.1.6 shows the nominal flute dimensions, fastener locations and load orientations for the deck profile. Structural lightweight concrete fill above top of steel deck must be minimum 3-1/4".

3 The steel deck profile for the 1-1/2" deep composite floor deck has a minimum thickness of 20 gauge (0.0358") and a minimum Fy of 33 ksi. Lower flute and upper flute widths must be a minimum of 1-3/4" and 3-1/2", respectively. This deck may also be inverted as shown in Figure 3 in Section 3.2.1.1.6. Figures 2 and 3 in Section 3.2.1.1.6 show the nominal flute dimensions, fastener locations and load orientations for the deck profile. Structural lightweight concrete fill above top of steel deck must be minimum 2-1/2".

4 Nailhead Standoff, hNVS, must be less than or equal to 1/4 in. for the X-HS U27 hanger assembly and less than or equal to 3/8 in. for the X-HS U32 hanger assembly. Reference Section 3.2.11.4.

5 Allowable loads apply to X-HS threaded rod hanger assemblies with either the 1/4 or 3/8 inch diameter internally threaded hole.

6 Allowable loads for 45-degree applications are based on testing. For allowable loads at other angles of installation, refer to Section 3.2.1.1.8.




Maximum Load Rating for X-ECH Cable Holder1

Fastener Designation

Fastener Size

Maximum Load Rating lb (kN)

X-ECH/FR-S Small 40 (0.18)X-ECH/FR-M Medium 40 (0.18)X-ECH/FR-L Large 100 (0.44)

1 Maximum Load Rating per UL listing.

Allowable Loads Values for MX Version Hangers & Clips1,3,4,5,6

Nrec Nrec

Nrec

Nrec

X-EKB 16 MXAllowable Load Nrec

Tensilelb (kN)

15 (0.07)

X-HS W6 MXAllowable Load Nrec

Tensilelb (kN)

15 (0.07)


Tensilelb (kN)5 (0.02)


Tensilelb (kN)

10 (0.04)

Nrec

Nrec

Nrec

X-ECT MXAllowable Load Nrec

Tensilelb (kN)

10 (0.04)

X-BX 3/8" MX2 X-EMTC 1" MX2

Allowable Load Nrec

Tensilelb (kN)

10 (0.04)

X-EMTSC 1/2" MX X-EMTSC 1" MX

Allowable Load Nrec

Tensilelb (kN)

15 (0.07)Nrec

1 The allowable load capacities are based on tests with X-GHP 20, X-GN 27 and X-EGN 14 and a factor of safety of 5.0 or higher.2 Load capacites are based on armored cable and EMT.3 X-GHP 20 must be installed at a minimum penetration depth of 9/16" into concrete. X-GN 27 must be installed at a minimum penetration depth of 3/4" into CMU

or mortar joint. X-EGN 14 must be installed at a minimum penetration depth of 0.320" through or into steel. Hanger assemblies must be firmly clamped to the base material.

4 Concrete base materials include 2000 to 6000 psi normal weight or lightweight types and also includes attachment through steel deck into concrete.5 Steel base materials include 1/8" or thicker carbon steel base material with minimum yield strengths (Fy) of 36 ksi.6 CMU base materials include hollow or grout-filled concrete masonry units conforming to ASTM C 90.

Allowable Loads in Minimum ASTM A 36 (Fy≥36ksi;Fu≥58ksi)Steel3,4


Shank Diameter in. (mm)

Steel Thickness in. (mm)3/16 (4.8) 1/4 (6.4) 3/8 (9.5) 1/2 (12.7)

Tension lb (kN)

Shear lb (kN)

45-Degree lb (kN)

Tension lb (kN)

Shear lb (kN)

45-Degree lb (kN)

Tension lb (kN)

Shear lb (kN)

45-Degree lb (kN)

Tension lb (kN)

Shear lb (kN)

45-Degree lb (kN)

Threaded Rod Hanger with pre-mounted fastener

X-HS U19 0.157(4.0)

270 220 275 270 220 275 270 220 275 270 220 275

(1.20) (0.98) (1.22) (1.20) (0.98) (1.22) (1.20) (0.98) (1.22) (1.20) (0.98) (1.22)

X-RH 1/4" Rod Hanger X-RH 1/4" U272 0.157

(4.0)50

– –50

– – – – – – – –(4.0) (0.22)

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Threaded rod must be investigated in accordance with accepted design criteria.

2 The tabulated allowable load values for the X-RH are per UL 2239.3 Low-velocity fasteners shall be driven to where the point of the fastener penetrates the steel base material in accordance with Section 3.2.1.2.3.4 Multiple fasteners are recommended for any attachment. Reference Section 3.2.11.4 for installation instructions for X-HS


Clips & Hangers for Mechanical/Electrical 3.2.11


X-HS & X-HS MX Threaded Rod HangersFastener Description


Fastener Shank Ø in. (mm) Thread Rod Ø

ConcreteX-HS W10 U32 P8S15 1-1/4 (32) 0.157 (4.0) UNC 3/8-inchX-HS W6 U32 P8S15 1-1/4 (32) 0.157 (4.0) UNC 1/4-inchX-HS W10 U27 P8S15 1 (27) 0.157 (4.0) UNC 3/8-inchX-HS W6 U27 P8S15 1 (27) 0.157 (4.0) UNC 1/4-inchX-HS W6 U22 P8S15 7/8 (22) 0.157 (4.0) UNC 1/4-inchSteelX-HS W10 U19 P8S15 5/8 (16) 0.157 (4.0) UNC 3/8-inchX-HS W6 U19 P8S15 5/8 (16) 0.157 (4.0) UNC 1/4-inchMX Version (without pre-mounted fastener)X-HS W6 MX N/A N/A UNC 1/4-inch

Threaded StudsFastener Description


Fastener Shank Ø in. (mm)


Concrete & MasonryX-W6-11-22 FP8/D12 7/8 (22) 0.145 (3.7) 1/2 (11) UNC 1/4-inchX-W6-11-27 FP8 1 (27) 0.145 (3.7) 1/2 (11) UNC 1/4-inchX-W6-20-22 FP8/D12 7/8 (22) 0.145 (3.7) 3/4 (20) UNC 1/4-inchX-W6-20-27 FP8/D12 1 (27) 0.145 (3.7) 3/4 (20) UNC 1/4-inchX-W6-38-27 FP8 1 (27) 0.145 (3.7) 1-1/2 (38) UNC 1/4-inchW10-30-27 P10 1 (27) 0.205 (5.2) 1-3/16 (30) UNC 3/8-inchW10-30-32 P10 1-1/4 (32) 0.205 (5.2) 1-3/16 (30) UNC 3/8-inchW10-30-42 P10 1-5/8 (42) 0.205 (5.2) 1-3/16 (30) UNC 3/8-inch SteelX-EW6H-11-9 FP8/P12 3/8 (9) 0.145 (3.7) 1/2 (11) UNC 1/4-inchX-EW6H-20-9 FP8/P12 3/8 (9) 0.145 (3.7) 3/4 (20) UNC 1/4-inchX-EW6H-28-9 FP8/P12 3/8 (9) 0.145 (3.7) 1-1/8 (28) UNC 1/4-inchX-EW6H-38-9 FP8/P12 3/8 (9) 0.145 (3.7) 1-1/2 (38) UNC 1/4-inchX-EW10H-30-14 P10 9/16 (14) 0.205 (5.2) 1-3/16 (30) UNC 3/8-inch

CouplersFastener Description

Overall Length in. (mm)

Thread Ø Stud

Thread Ø Rod

Coupler 1/4-20 1 (25) UNC 1/4-inch UNC 1/4-inchCoupler 3/8-16 1 (25) UNC 3/8-inch UNC 3/8-inchAdapter B-1/4x3/8 7/8 (22) UNC 1/4-inch UNC 3/8-inch

3.2.11.4 X-HS Installation Instructions

Note:TheX-HSFastenerisintendedtobefastenedtothebasematerialandbentoncefromtheinstalledpositiontoverticalorhorizontalforceilingorwallhanger applications, respectively. Excessive bending of the X-HS Fastener through complete back and forth cycles should not exceed three (3) times.


1 Insert appropriate sized threaded rod into hanger.

2 Press tip of fastener to concrete/steel base material. Drive with Hilti powder- actuated tool.

3 Ensure proper fastener embedment.

4 Bend fastener until threaded rod is in desired location, vertical or horizontal for ceiling or wall hanger applications, respectively.

X-HS Installation Instructions

hNVS




X-EKB MX

X-ECT without Cable Tie

X-BX/EMTC MX

X-EMTC

X-EMTSC MX

X-RH Rod HangerFastener Description


Fastener Shank Ø in. (mm) Rod Ø

ConcreteX-RH 1/4 U27 1 (27) 0.157 (4.0) 1/4-inch

X-ECH Cable HolderFastener Description



Number of 1/4" Ø cables

Without Pre-Mounted FastenerX-ECH-F/R-S N/A N/A 15-22X-ECH-F/R-M N/A N/A 30-37X-ECH-F/R-L N/A N/A 45-52With Pre-Mounted FastenerX-ECH-F/R-S U37 1-1/2 (37) 0.157 (4.0) 15-22X-ECH-F/R-M U37 1-1/2 (37) 0.157 (4.0) 30-37X-ECH-F/R-L U37 1-1/2 (37) 0.157 (4.0) 45-52Tool AccessoriesECH Adapter For use with DX 351 and DX 460-F8

X-EKB MX Cable ClampsFastener Description

Max Diameter of Cable in. (mm)

Maximum No.of Cables

X-EKB 4 MX 1/4 (6) 4X-EKB 8 MX 1/4 (6) 8X-EKB 16 MX 1/4 (6) 16

X-ECT MX Cable Tie Fastener*Fastener Description

CableTie*Size in. (mm)

X-ECT FR MX 1/2 (12)*Cable tie is not available through Hilti.

X-BX/EMTC and X-BX/EMTC MX Conduit ClipsFastener Description



Conduit Ø in. (mm)

Premium Grade (with pre-mounted fastener)X-EMTC-3/8" U22 7/8 (22) 0.157 (4.0) 3/8 (10)X-EMTC-1/2" U22 7/8 (22) 0.157 (4.0) 1/2 (13)X-EMTC-3/4" U22 7/8 (22) 0.157 (4.0) 3/4 (19)X-EMTC-1" U22 7/8 (22) 0.157 (4.0) 1 (25)Standard Grade (with pre-mounted fastener)X-EMTC-3/8" C27 1 (27) 0.138 (3.5) 3/8 (10)X-EMTC-1/2" C27 1 (27) 0.138 (3.5) 1/2 (13)X-EMTC-3/4" C27 1 (27) 0.138 (3.5) 3/4 (19)X-EMTC-1" C27 1 (27) 0.138 (3.5) 1 (25)MX Version (without pre-mounted fastener)X-BX 3/8" MX N/A N/A 3/8 (10)X-EMTC 1/2" MX N/A N/A 1/2 (13)X-EMTC 3/4" MX N/A N/A 3/4 (19)X-EMTC 1" MX N/A N/A 1 (25)

X-EMTSC Stand-Off Conduit ClipsFastener Description Conduit ØMX Version (without pre-mounted fastener)X-EMTSC 1/2" MX 1/2 (13)X-EMTSC 3/4" MX 3/4 (19)X-EMTSC 1" MX 1 (25)

X-ECH

X-RH


Insulation/Soft Material Attachment Fasteners 3.2.12







X-IE X-SW

The X-IE insulation fastener is a unique fastener designed for the attachment of rigid foam insulation to concrete, masonry or steel base materials. The fastener is pushed through the insulation until it touches the base material and then it is fastened in place with a Hilti powder-actuated tool. The X-IE fastener can fasten insulation panels ranging in thickness from 1" through 4-3/4".

The X-SW soft washer with pre-mounted powder-actuated fastener is designed for attaching thin membranes or panels to concrete base materials. The washers are 30mm and 60mm in diameter with nail lengths of 1-1/2", 1-7/8" and 2-1/2". These fasteners are installed using a Hilti powder-actuated tool.



DesignationPowder-Actuated Fastener Material

Powder-Actuated Fastener Plating

Washer Material1

X-IE Carbon Steel 5 μm Zinc PlasticX-SW Carbon Steel 5 μm Zinc Plastic

1 Due to potential embrittlement degradation of fastener plastic, exposure to UV light should be limited to less than 90 days.

3.2.12.3 Technical DataAllowable Loads for X-IE Fasteners1,2,3

Insulation Type Insulation Thickness in. (mm)1-9/16 (40) 1-3/4 (45) 2 (50) 2-3/8 (60) 2-3/4 (70) 3 (75) 3-1/8 (80) 4 (100) 4-3/4 (120) 5-1/2 (140)

Shear lb (kN)Polystyrol (15 kg/m3) 35 (0.15) 45 (0.20) 55 (0.25) 65 (0.30) 65 (0.30) 75 (0.33) 80 (0.35) 80 (0.35) 80 (0.35) 80 (0.35)Polystyrene (30 kg/m3) 135 (0.60) 135 (0.60) 135 (0.60) 135 (0.60) 135 (0.60) 135 (0.60) 135 (0.60) 135 (0.60) 135 (0.60) 135 (0.60)

Pullover lb (kN)Polystyrol (15 kg/m3) 55 (0.25) 60 (0.27) 65 (0.30) 65 (0.30) 65 (0.30) 65 (0.30) 65 (0.30) 65 (0.30) 65 (0.30) 65 (0.30)

Polystyrene (30 kg/m3) 65 (0.30) 65 (0.30) 65 (0.30) 65 (0.30) 65 (0.30) 65 (0.30) 65 (0.30) 65 (0.30) 65 (0.30) 65 (0.30)

1 Multiple fasteners are recommended for any attachment.2 When project site base material properties are questionable, site qualification is necessary.3 Based on attachment to concrete (f'c = 2000 psi - 5000 psi), CMU masonry walls, or 1/8" to 1/4" thick steel (Fy = 36 to 50 ksi).

Allowable Loads for X-SW Fasteners in f'c≥4000psi(27.6MPa)Concrete1,2

Description Tension lb (kN)

Shear lb (kN)

X-SW 65 (0.30) 65 (0.30)

1 Minimum of five fastenings per fastened unit.2 Loads valid for fastener strength. Fastened material must be considered separately.


3.2.12 Insulation/Soft Material Attachment Fasteners


Installation Instructions for X-IE Insulation Fasteners3.2.12.4 Installation Instructions

1. Load X-IE on powder-actuated tool 2. Push the X-IE all the way into the insula-tion. Fastener tip must touch base material.

3. Make the fastening

Installation Instructions for X-SW Fasteners1. Load X-SW on powder-actuated tool 2. Press the X-SW against the surface 3. Make the fastening

Verify successful fastening. Discard if not clamped tight to insulation.

Visual check immediately after fastening –Correct: Top hat crushed Incorrect: Top hat not crushed.

X-IE

DescriptionShank Length in. (mm)

Shank Ø in. (mm)

Insulation Material Thickness in. (mm)

Washer Color Quantity

X-IE 6-25 PH47 1-7/8 (47) 0.177 (4.5) 1 (25) White 300 pcsX-IE 6-35 PH47 1-7/8 (47) 0.177 (4.5) 1-1/2 (38) White 300 pcsX-IE 6-40 PH52 2 (52) 0.177 (4.5) 1-5/8 (42) White 300 pcsX-IE 6-45 PH52 2 (52) 0.177 (4.5) 1-3/4 (44) White 300 pcsX-IE 6-50 PH52 2 (52) 0.177 (4.5) 2 (51) White 300 pcsX-IE 6-60 PH52 2 (52) 0.177 (4.5) 2-1/2 (64) White 300 pcsX-IE 6-70 PH52 2 (52) 0.177 (4.5) 2-3/4 (70) White 200 pcsX-IE 6-75 PH52 2 (52) 0.177 (4.5) 3 (76) White 200 pcsX-IE 6-80 PH52 2 (52) 0.177 (4.5) 3-1/4 (83) White 200 pcsX-IE 6-100 PH52 2 (52) 0.177 (4.5) 4 (102) White 200 pcsX-IE 6-120 PH72 2-7/8 (72) 0.177 (4.5) 4-3/4 (120) White 150 pcs

X-SW

DescriptionShank Length in. (mm)

Shank Ø in. (mm)

Washer Ø in. (mm)

Washer Color Quantity

X-SW 30 C-37 1-1/2 (37) 0.138 (3.5) 1-3/16 (30) Gray 150 pcsX-SW 30 C-37 1-1/2 (37) 0.138 (3.5) 1-3/16 (30) Gray 500 pcsX-SW 30 C-37 1-1/2 (37) 0.138 (3.5) 1-3/16 (30) White 100 pcsX-SW 30 C-62 2-1/2 (62) 0.138 (3.5) 1-3/16 (30) Gray 100 pcsX-SW 60 C-37 1-1/2 (37) 0.138 (3.5) 2-3/8 (60) Gray 150 pcsX-SW 60 C-47 1-7/8 (47) 0.138 (3.5) 2-3/8 (60) Gray 100 pcsX-SW 60 C-62 2-1/2 (62) 0.138 (3.5) 2-3/8 (60) Gray 100 pcs



Ceiling Fastening Systems Selection & Design 3.3.1


The following sections describe suspended ceiling system attachment solutions for lay-in panel or acoustical suspended ceilings. These solutions consist of powder-actuated and mechanical fasteners which provide the installer with highly productive, high quality solutions which are designed to fit the needs of the particular application.

The primary criterion when determining which solution to choose will depend on the base material. The innovative Hilti X-CW and X-CC powder-actuated fastening systems are intended for use in concrete and concrete over metal deck base materials. The X-CC Ceiling Clip Assembly may also be used in steel base materials. The Eye-Lag Ceiling Fastening System is a solution for wood and thin gauge cold-formed steel base materials.

The innovative X-CW Ceiling Wire Assembly contains a powder-actuated fastener and integrated steel wire with clamping washer which eliminates the need for wire wrapping. The X-CW fastening system is installed with Hilti DX-351-CT powder-actuated tool and adjusted for the height of the ceiling system. The X-CC Ceiling Clip Assemblies consist of a sheet steel clip with a pre-mounted powder-actuated fastener and may be ordered with or without pre-tied 12 gauge wires of different lengths. The Eye-Lag Ceiling Fastening System is an efficient solution for supporting direct or indirect hung lay-in panel suspended ceiling systems from wood and steel deck base materials.

Hilti Ceiling Attachment System Product Selection Guide

Ceiling Fastening System

Applicable Base Material Fastener Types Recommended

Installation Tools Wire Type Section

X-CWConcrete,

Lightweight Concrete over Metal Deck

X-C27, X-C32, X-U-22, X-U27

DX 351-CT with Pole Tool

Integrated 12 Gauge Wire 3.3.2

X-CC

Concrete, Lightweight Concrete

over Metal Deck, Steel

X-C27, X-C32, X-U22, X-U27,

X-AL-H22, X-AL-H27

DX 351 with Pole Tool

Pre-tied to ceiling clip or provided by others 3.3.3

Eye-Lag Screw Wood, Sheet Steel EL WS, EL S, EL SD Telescopic Screw Ceiling Tool Provided by others 3.3.4

3.3.1.1 Ceiling Fastening Systems Selection

Eye-Lag Fastening SystemX-CW Ceiling Wire Assembly X-CC Ceiling Clip Assembly


3.3.1 Ceiling Fastening Systems Selection & Design


3.3.1.2 Ceiling Fastening Systems Design

Figure 2. Direct Hung Ceiling System(reference ASTM C635)

Figure 1. Indirect Hung Ceiling system(reference ASTM C635)

WallMoulding

MainRunners

X-CW CeilingWire Assembly

AccousticalLay-in Panels

Cross Runners(Spanning

Main Runners)

Carry Channel or Main Runner typ.

3 tight turns in 1-1/2"

12 ga.wire typ.

Hilti Ceiling Attachment System

Support Clip for Main Runners

Carrying Channel

Cross Runners

Hilti Ceiling Attachment System

Acoustical Lay-in Panels

Cross Runners(Spanning

Main Runners)

Wall Moulding

Acoustical Tile

Spline(SpanningCross Runners)

Wall Moulding

Main Runners

Main Runners

Figures 1 and 2 illustrate the installation of a suspended ceiling system as described in ASTM C 635. The Ceiling Systems shown are composed of ceiling panels which are supported by a suspension system of main runners, cross runners and wall moulding for direct hung ceiling systems. Carrying channels are part of indirect hung ceiling systems where the main runners are attached to carrying channels which are attached to concrete using Hilti Ceiling Fastening Systems.

The entirety of the suspended ceiling system depends on the Hilti Ceiling Fastening Hangers which support the suspension system main load carrying members. The spacing between ceiling fasteners must be determined by the design architect or engineer of record based on the loads and building code requirements. Hanger wires must be wrapped by the installer to the specific requirements at the point of installation to the main runner or channel members as shown in the figures below. The wires must be wrapped in a similar fashion

at the wire hole for the X-CC Ceiling Clip Assemblies. The innovative X-CW Ceiling Wire Assemblies do not require wire wraps as the integrated ceiling wire and clamping washer is pre-mounted to the head of the fastener.

Hilti Ceiling Fastening Systems should not be used for anchorage of seismic bracing channels and compression struts. Hilti recommends the use of ICC-ES AC193 qualified mechanical anchors, such as Hilti KB-TZ for attachment of bracing for suspended ceiling systems.


Ceiling Fastening Systems Selection & Design 3.3.1


Figure 3. Hilti Ceiling Fastening System Location in 3-in.-Deep Composite Floor Deck, Normal Deck Profile Orientation

3000 psi Lightweight Concrete

Hilti Ceiling Fastening System

Form Deck

Lower Flute LocationUpper Flute Location

Directionof tensionload onfastener(Typical)

Directionof combined

load onfastener(Typical)


min. 3-1/4"

12"

4-1/2" min. 7-1/4" min.

4-1/2" min.

3"

Figure 4. Hilti Ceiling Fastening System Location in 1-1/2-in.-Deep Composite Floor Deck, Normal Deck Profile Orientation



Form Deck


Lower Flute Location

7/8" Min. Edge Distance

min. 2-1/2"6"

1-3/4"

3-1/2"

1-1/2"2-1/2"Directionof tensionload onfastener(Typical)



Figure 5. Hilti Ceiling Fastening System Location in 1-1/2-in.-Deep Composite Floor Deck, Inverted Deck Profile Orientation



Form Deck


Lower Flute Location

min. 2-1/2"6"

1-3/4"

3-1/2"

1-1/2"Directionof tensionload onfastener(Typical)




3.3.1.3 Ceiling Fastener Locations when Installing into Lightweight Concrete over Metal Deck


3.3.2 Hilti X-CW Ceiling Wire Assemblies


3.3.2.1 Product DescriptionThe X-CW Ceiling Wire Hanger is a state-of-the-art ceiling wire fastening system with an integrated steel wire clamping washer pre-mounted on a Hilti X-U or X-C powder-actuated fastener. This innovative ceiling hanger system has been tested in accordance with the ICC-ES AC70, Acceptance Criteria for Fasteners Power-Driven Into Concrete, Steel and Masonry Elements. Reference ICC-ES ESR-2892.

The pre-mounted steel clamping washer has been specifically designed to restrict wire slippage, therefore no

wire wraps are required on the fastener end. Yielding of the 12 gauge steel hanger wire controls the performance of this ceiling fastening system when properly installed with pre-mounted X-U and X-C powder-actuated fasteners in suitable 4000 psi normal weight concrete base materials. Requirements for wire wraps on the suspended ceiling component end must still be satisfied. Anchorage of seismic bracing channels and compression struts should be done with ICC-ES AC193 qualified post-installed anchors, such as Hilti KB-TZ.






ApprovalsICC-ES (International Code Council) ESR-2892COLA (City of Los Angeles) RR 25839

Pre-mounted X-U or X-C fastener (X-U Shown)

Pre-mounted Ceiling Wire Hanger

Pre-mountedsteel clamping washer


Fastener Fastener

Powder Actuate Fastener Material

Powder Actuated Fastener Plating

Steel Clamping Washer Material

Steel Clamping Washer Plating

Ceiling Wire

Material

Ceiling Wire

Plating

X-CW Carbon Steel 5 μm Zinc1 Carbon

Steel16 μm Zinc2

Carbon Steel

12 μm Zinc3

1 ASTM B 633, SC 1, Type III 2 ASTM A 653/A 653M, Z120 3 ASTM A 641/A 641M, Class 1

3.3.2.3 Technical DataAllowable Loads for Hilti X-CW Ceiling Wire Assemblies Installed in Normal Weight Concrete, lb (kN)1,2,3,4

Ceiling Wire TypeConcrete Compressive Strength

4000 psi 6000 psiTension 45-Degree Tension 45 Degree

X-CW C27 210 (0.93) 210 (0.93) – –X-CW C32 210 (0.93) 210 (0.93) – –X-CW U22 – – 100 (0.44) 90 (0.40)X-CW U27 210 (0.93) 210 (0.93) 130 (0.58) 150 (0.67)

1 The tabulated allowable loads apply to the X-CW ceiling wire assembly using a minimum safety factor of 5.0 in accordance with ICC-ES AC70 if controlled by the powder-actuated fastener pullout or a minimum of 2.0 in accordance with ICC-ES AC368 if controlled by the wire yielding and fracture.

2 Allowable values are for fasteners installed in concrete having the designated compressive strength at the time of installation.

3 Concrete thickness at the point of penetration must be a minimum of the fastener embedment depth plus 1-1/2".

4 Mulitple fasteners must be used for suspended ceiling applications.

Allowable Loads for Hilti X-CW Ceiling Wire Assemblies Installed in Structural Lightweight Concrete over Composite Floor Deck, lb (kN)1,2,3,4

Ceiling Wire Type3000 psi Concrete Compressive Strength

Upper flute Lower fluteTension 45-Degree Tension 45 Degree

X-CW C27 110 (0.49) 210 (0.93) 100 (0.44) 145 (0.64)X-CW C32 150 (0.67) 210 (0.93) 100 (0.44) 145 (0.64)X-CW U27 170 (0.76) 210 (0.93) 150 (0.67) 160 (0.71)

1 The tabulated allowable loads apply to the X-CW ceiling wire assembly using a minimum safety factor of 5.0 in accordance with ICC-ES AC70 if controlled by the powder-actuated fastener pullout or a minimum of 2.0 in accordance with ICC-ES AC368 if controlled by the wire yielding and fracture.


3 Testing completed in composite floor deck having a minimum thickness of 20 gauge (0.0358") and a minimum yield strength (Fy) of 38 ksi. Figures 3 – 5 (Section 3.3.1.3) show nominal flute dimensions, fastener locations and load orientations for the deck profile. Concrete thickness at the point of penetration must be a minimum of the fastener embedment depth plus 1-1/2".

4 Mulitple fasteners must be used for suspended ceiling applications.


Hilti X-CW Ceiling Wire Assemblies 3.3.2


Powder-Actuated tool DX 351-CT & AccessoriesDescriptionPowder-actuated tool DX 351-CT

Grip section X-PT CT - 351

Extension tube X-PT CT-351 3FT

Extension tube X-PT CT-351 1FT

Soft pouch X-PT CT

Powder-actuated tool DX 351-CT Combo Std (Includes Items 1, 2 and 3)

Powder-actuated tool DX 351-CT Combo Plus (Includes items 1 - 5)

3.3.2.4 X-CW Installation Instructions

1 Insert X-CW Ceiling Wire As-sembly Into the Hilti Powder Actuated Tool with CT baseplate

2 Locate the Fastening, Compress the Hilti Powder-Actuated Tool and Install Fastener

3 Check Nail Standoff and Adjust the X-CW Ceiling Wire Position as Needed

h NV

S ≤

9/3

2" (7

mm

)


X-CW Ceiling Wire Fastening AssembliesFastener Description

Shank Ø in. (mm)


Packaging Quantity1

Standard FastenerX-CW C27 12GA 0.138 (3.5) 1 (27) 1000X-CW C32 12GA 0.138 (3.5) 1-1/4 (32) 1000Premium FastenerX-CW U22 12GA 0.157 (4.0) 7/8 (22) 1000X-CW U27 12GA 0.157 (4.0) 1 (27) 1000

1 X-CW Ceiling Wire Assemblies can be assembled with pre-tied wire lengths of 4', 6', 8', 10', and 12'.


3.3.3 X-CC Ceiling Clip & Hanger Assemblies






Listings/ApprovalsICC-ES (International Code Council) ESR-2184 COLA (City of Los Angeles) RR 25651



Item Material Steel Diameter/Thickness Plating

X-C Fastener Carbon Steel 0.138" 5 μm Zinc1

X-U Fastener Carbon Steel 0.157" 5 μm Zinc1

X-AL-H Fastener Carbon Steel 0.177" 5 μm Zinc1

CC27 Clip Carbon Steel 13 GA 5 μm Zinc1

Wire2 Carbon Steel 12, 9 or 8 GA 5 μm Zinc1


2 Pre-mounted ASTM A 641/A 641M Class 1 wires come attached with a minimum of three tight turns in 1-1/2".

Ceiling clip assemblies are an economical and recognized method of suspending acoustical ceiling grids and panels from concrete and steel. These pre-assembled ceiling clips consist of a sheet steel clip with a pre-mounted powder-actuated fastener and are typically pre-tied with a single

12 gauge wire of varying lengths depending on ceiling height requirements. When the fastening is made, the clip, fastener and wire are installed in one step. Further productivity can be achieved through the use of a Hilti powder-actuated pole tool.

3.3.3.3 Technical DataAllowable Loads for Hilti Ceiling Clip Assemblies Installed in Normal Weight Concrete1,2,3,4

Ceiling Clip

Concrete Compressive Strength4000 psi (27.6 MPa) 6000 psi (41.4 MPa)

Tension Shear 45 Degree Tension Shear 45 Degreelb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)

X-CC27 C27 160 (0.71) 205 (0.91) 210 (0.93) – – –X-CC27 C32 220 (0.98) 270 (1.20) 260 (1.16) – – –X-CC27 U22 – – – 80 (0.36) 175 (0.78) 90 (0.40)X-CC27 U27 160 (0.71) 205 (0.91) 210 (0.93) 125 (0.56) 205 (0.91) 150 (0.67)X-CC27 ALH22 – – – 80 (0.36) 175 (0.78) 70 (0.31)X-CC27 ALH27 150 (0.67) 205 (0.91) 145 (0.76) 125 (0.56) 205 (0.91) 130 (0.62)

1 The tabulated allowable load values apply to the powder-actuated ceiling clip assemblies only, using a safety factor that is greater than or equal to 5.0, calcu-lated in accordance with ICC-ES AC70. Connected components, including wires*, must be investigated separately.


3 Concrete thickness at the point of penetration must be a minimum of the fastener embedment depth plus 1-1/2”.


* Note: For Hilti supplied wire, the recommended allowable load capacities of 12, 9 and 8 gauge wire are 210, 400 and 500 lb, respectively.


X-CC Ceiling Clip & Hanger Assemblies 3.3.3


Allowable Loads for Hilti Ceiling Clip Assemblies Installed in Lightweight Concrete Over Metal Deck1,2,3,4

Ceiling Clip Assembly

f’c = 3000 psi Concrete Compressive StrengthLower Flute Upper Flute

Tension Shear 45 Degree Tension Shear 45 Degreelb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)

X-CC27 C27 50 (0.22) 275 (1.22) 120 (0.53) 105 (0.47) 285 (1.27) 240 (1.07)X-CC27 C32 65 (0.29) 325 (1.45) 130 (0.58) 130 (0.58) 325 (1.45) 265 (1.18)X-CC27 U27 150 (0.69) 275 (1.22) 160 (0.71) 170 (0.76) 285 (1.27) 240 (1.07)X-CC27 ALH27 70 (0.31) 240 (1.07) 145 (0.65) 160 (0.71) 240 (1.07) 240 (1.07)

1 The tabulated allowable load values apply to the powder-actuated ceiling clip assemblies only, using a safety factor that is greater than or equal to 5.0, calcu-lated in accordance with ICC-ES AC70. Connected components, including wires*, must be investigated separately.


3 Testing completed in 3" deep composite floor deck having a minimum steel deck thickness of 20 gauge (0.0358") and a minimum yield strength (Fy) of 38 ksi. Lower and upper flute width must be a minimum of 4-1/2". Figure 3 in Section 3.3.1.3 shows nominal flute dimensions, fastener locations and load orientations for the steel deck profile. Concrete thickness at the point of penetration must be a minimum of the fastener embedment plus 1-1/2".



3.3.3.4 Ordering InformationFastener Description1


Shank Ø in. (mm) Washer Ø Packaging Qty1

X-CC27 C27P8T 1 (27) 0.138 (3.5) 8 mm metal tophat 100 or 1000 pcsX-CC27 C32P8T 1-1/4 (32) 0.138 (3.5) 8 mm metal tophat 100 or 1000 pcsX-CC27 U22P8T 7/8 (22) 0.157 (4.0) 8 mm metal tophat 100 or 1000 pcsX-CC27 U27P8T 1 (27) 0.157 (4.0) 8 mm metal tophat 100 or 1000 pcsX-CC27 ALH22P8T 7/8 (22) 0.157 (4.0) 8 mm metal tophat 100 or 1000 pcsX-CC27 ALH27P8T 1 (27) 0.177 (4.5) 8 mm metal tophat 100 or 1000 pcs

1 Ceiling clip and fastener combinations can be assembled with pre-tied wire lengths of 4', 6', 8', 10' & 12'.

Allowable Loads for Hilti Ceiling Clip Assemblies in Minimum ASTM A36 (Fy ≥ 36 ksi, Fu ≥ 58 ksi)1,2

Ceiling Clip Assembly

Steel Thickness (in.)1/4 3/8 1/2

Tension Shear Tension Shear Tension Shearlb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)

X-CC27 U22 375 (1.62) 410 (1.82) 375 (1.62) 410 (1.82) 375 (1.62) 410 (1.82)

1 The tabulated allowable load values apply to the powder-actuated ceiling clip assemblies only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Connected components, including wires*, must be investigated separately.




3.3.4 Eye Lag Ceiling Fastening Hanger







Allowable Loads for Hilti Eye Lag Ceiling Fastening Hanger Installed in Sheet Steel1,2,3

FastenerDescription

Steel Thickness, ga. (in.)

25(0.021)

22(0.030)

20(0.036)

18(0.048)

16(0.060)

Tension (lb) (kN)

45-Degree4 (lb) (kN)

Tension (lb) (kN)


Tension (lb) (kN)


Tension (lb) (kN)


Tension (lb) (kN)


1/4" x 2-3/4" EL S 60 (0.26) 85 (0.38) 110 (0.49) 150 (0.67) 150 (0.67) 230 (1.02) — — — —

1/4" x 2" EL SD — —75 (0.33) 100 (0.44) 115 (0.51) 140 (0.62) 165 (0.73) 225 (1.00) 215 (0.96) 235 (1.04)

1/4" x 3" EL SD — —

1 The tabulated allowable load values are for the Eye Lag screws only, using a safety factor of 3.0 per ICC-ES AC233 and AC118. Ceiling wires or other attach-ments must be investigated in accordance with accepted design criteria.

2 Values are based on ASTM A653 grade steel having a minimum yield strength of 33,000 psi.

3 Based on minimum three full threads penetration through the sheet steel member.

4 Oblique angle load applied 45-Degrees from the longitudinal axis of the fastener.

3.3.4.1 Product DescriptionThe Hilti Eye Lag Ceiling Fastening Hanger System is a cost effective and efficient means of supporting direct and indirect hung suspended lay-in panel ceilings. The Eye Lag Ceiling Hanger is manufactured from a zinc electroplated mild carbon steel and is designed for attachment of

suspended ceiling hanger wires into wood and sheet steel base materials. Each hanger is provided with a 0.177 inch pre-punched hole for attachment of ceiling wires. The EL S and EL SD versions are manufactured with steel washers to provide stability during installation into steel base materials.

3.3.4.3 Technical DataAllowable Loads for Hilti Eye Lag Ceiling Fastening Hanger Installed in Wood1,3,4

FastenerDescription

WoodMinimum 0.50

Specific GravityTension lb (kN)

45-Degree2 lb (kN)

1/4" x 3" EL WS260 (1.15)

185 (0.82)1/4" x 2-3/4" EL S 135 (0.60)

1 The tabulated allowable load values are for the Eye Lag screws only, using a safety factor of 3.0 per ICC-ES AC233 and AC118. Ceiling wires or other attachments must be investigated in accordance with accepted design criteria.

2 Oblique load applied 45-Degrees from the longitudinal axis of the fastener.

3 Based on minimum 1-1/2" Eye Lag screw penetration into the wood member

4 For wood members with different specific gravity measurements, refer to Section 11 of the National Design Specification for Wood Construction.


DesignationFastenerMaterial

BaseMaterial

Fastener Plating(µm)1

1/4" EL WS Carbon Steel Wood 8

1/4" EL S Carbon Steel Steel Deck 20 - 25 gauge and Wood 8

1/4" EL SD Carbon Steel Steel Deck 16 - 22 gauge 8

1 Zinc plated per EN/ISO 4042 A3F

Warning: Because of the potential for delayed hydrogen assisted stress corrosion cracking, many hardened steel fasteners are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information, contact Hilti Technical Support at 1-877-749-6337.

1/4" EL WS 1/4" EL S

1/4" EL SD


Eye Lag Ceiling Fastening Hanger 3.3.4



1 Adjust the telescoping tubes to the proper lengths.

Connection Locations for Wood Applications

End Connections Side Connections Face Connections

2 Insert the Eye Lag screw into top slot.

3 Insert wire into side of slot through the eyelet in the Eye Lag screw. Then bend the wire end down. Provide adequate length of wire to properly develop the required number of loops after twisting.

4 Raise tool against the ceiling, rotate the pole tool until the Eye Lag screw is at least 1-1/2" into the wood base material (embedment varies for steel base material - refer to Section 3.3.4.3 for additional details). CAUTION: In steel base material, stop turning before washer contacts base material to avoid stripping of the base steel.

5 Lower the tool about 2" from base material surface as shown.

6 Rotate the tool again to twist the wire. The pole tool may be turned by hand or by using a 1/2" variable speed drill. Caution: If using drill, do not grip pole tightly with hand, but allow it to turn loosely. Reference Figures 2 and 3 for typical wire tying requirements.


3.3.4 Eye Lag Ceiling Fastening Hanger



Telescopic Screw Ceiling Tool


Eye Lag Ceiling Fastening HangerFastener Description

Shank Ø in. (mm)


Base Material Quantity

Eye Lag screw - 1/4 x 3" wood screw zinc (EL WS) 1/4 (6.3) 3 (76) Wood 100 pcsEye Lag screw - 1/4 x 2-3/4" sharp zinc (EL S) 1/4 (6.3) 2-3/4 (70) Sheet Steel 20-25 ga. and Wood 100 pcsEye Lag screw - 1/4 x 2" self drilling zinc (EL SD) 1/4 (6.3) 2 (51) Sheet Steel 16-22 ga. 100 pcsEye Lag screw - 1/4 x 3" self drilling zinc (EL SD) 1/4 (6.3) 3 (76) Sheet Steel 16-22 ga. 100 pcs

Pole Tool Description Notes QuantityTelescopic screw ceiling tool - SF PT 4' - 12' The pole tool can be used either by hand or with a 1/2" variable speed drill. 1 pcsTelescopic screw ceiling tool - SF PT 8' - 24' The pole tool can be used either by hand or with a 1/2" variable speed drill. 1 pcs

1/4" EL WS 1/4" EL S 1/4" EL SD


Grating & Checkerplate Fastener Selection 3.4.1


The following sections describe grating and checkerplate fastening solutions for marine (Oil and Gas Upstream) and industrial environments. These solutions consist of powder- actuated and mechanical fasteners which provide the installer with highly productive, high quality solutions which are designed to fit the needs of the particular application.

The primary concern when determining which solution to choose will be the level of corrosion resistance required. For marine environments, Hilti offers a stainless steel grating or checkerplate disk and powder-actuated stud. Stainless steel studs are attached directly using Hilti powder-actuated tools, while the disk is then attached using a screw fastening tool. If through penetration of the base material is not desired, or if the base material onto which the grating panels are installed is very thick, an option for stud attachment is the Hilti X-BT system. The Hilti X-BT system consists of a specialized

tool set which enables the installer to pre-drill a small pilot hole into the base steel. A blunt tip stud, the diameter of which is slightly larger than that of the pre-drilled hole is then fastened with a Hilti powder-actuated tool directly into the pilot hole. Finally, the disk is installed on the stud with a screw fastening tool.

For less corrosive environments, Hilti offers the X-GR RU powder-actuated fasteners which feature stainless steel fasteners and duplex coated (similar to hot dip galvanized) pre-mounted saddle clip fasteners. These fasteners offer high productivity and corrosion resistance at a level which is typically needed in non-marine, semi-corrosive exposed environments. For those cases where powder-actuated solutions are not desired, Hilti also offers a mechanical clamp, the X-MGR. This fastener features a hot dip galvanized coating, and will fit most standard open bar grating panels.

X-FCM Grating Disk System X-GR RU Grating Fastening System X-MGR Grating Fastening System

Hilti Grating and Checkerplate Product Selection Guide1

HiltiSystem

Corrosion ResistanceGrating/

Checkerplate Height in. (mm)

Base Steel Thickness

in. (mm)

Connecton Type

Hot-Dipped Galvanized

Stainless Steel

Powder- Actuated/

Mechanical

Permanent/ Removable

X-FCM Grating Disk System

X-FCM-M Duplex Coated2 X-FCM-R Steel or FRP Grating

1 to 2 (25 to 50) ≥ 1/43

(≥ 6)

Powder-Actuated Removable5

X-FCP Checkerplate Disk System

X-FCP-F Duplex Coated2 X-FCP-R Checkerplate

1/4 to 1/2 (6 to 12) Powder-Actuated Removable5

X-GR RU Grating Fastening System Duplex Coated2 – Steel Grating

1 to 1-1/2 (25 to 38)1/4 to 1/24

(6 to 12) Powder-Actuated Removable5

X-MGR Grating Fastening System Minimum 45 μm – Steel Grating

1 to 1-1/2 (25 to 38)1/8 to 1 (3 to 25) Mechanical Removable

1. Reference entire section for specific details on allowable load values, selection and installation. More information on X-FCM Grating and X-FCP Checkerplate Disk Systems can be found in Section 3.4.2. More information on X-GR RU and X-MGR Grating Systems can be found in Section 3.4.3.

2. Duplex coating tested to 480 hours salt spray test per DIN 50021 and 10 cycles Kesternich test per DIN 50018/2.0 (Comparable to 45 microns HDG coating).3. X-BT M8 threaded studs require a minimum steel thickness of 5/16" (8 mm) to ensure no through point penetration. X-CRM8 threaded studs have an application limit

of 1/2" (12 mm).4. Fastening X-GR RU fasteners into base material thicknesses greater than 1/2" (12 mm) is possible when pre-drilling is used. Reference X-GR RU section for

more information.5. Disk or saddle may be removed easily. Threaded stud or base will remain in base steel unless removed by overloading fastener.


3.4.2 X-FCM & X-FCP Grating & Checkerplate


HILTI

Bar grating (with X-FCM)

Checker plate (with X-FCP disk)






The Hilti Grating Fastening System consists of the X-FCM Grating Disk, an 8 mm powder-actuated threaded stud, and a powder-actuated tool equipped with a special grating adapter that fits through the bar grating and contacts the base steel. The X-FCM Grating Disk is available in three lengths to accommodate grating thickness of 1" to 2". Carbon steel disks are available with duplex coating (X-FCM-M). The stainless steel disks (X-FCM-R) offer the highest corrosion resistance. The 8 mm threaded studs are available in stainless steel.

The X-FCP Fastening System is used to fasten flat floorplates with thicknesses of 1/4" to 1/2" to supporting steel structures. The Hilti X-FCP Fastening System includes the X-FCP Disk, an 8 mm powder-actuated threaded stud and a powder-actuated tool with specialized adapter. The adapter is designed to fit through a 3/4" diameter pre-drilled hole in the checkerplate or other similar solid flooring material, and contact the base steel. The X-FCP Disk is available in duplex coated carbon steel (X-FCP-F) or stainless steel (X-FCP-R). The 8 mm threaded studs are available in stainless steel.

Product Features

• Grating or checkerplate are fas-tened in place

• Topside only access needed• Removable* and reusable*• Corrosion resistance of stainless

disks and X-CRM8 Threaded Studs• Non-trip profile• Non-slip surfaces• No electrical or pneumatic power

required

Guide Specification

05500 Metal Fabrications 05530 Grating

Disk: X-FCM Disk shall be duplex coated carbon steel or stainless steel, which consists of an assembly of a disk and an 8 mm internally threaded screw manufactured by Hilti.

Stud: Powder-actuated threaded stud for attaching the X-FCM Disk shall be X-CRM8-15-12, X-BT M8-15-6 SN12-R stainless steel studs manufactured by Hilti.

Installation: Contact a manufacturer’s representative from Hilti to provide training to the operators at the project site.

05540 Floor Plates

Disk: X-FCP Disk shall be duplex coated carbon steel or stainless steel, which consists of an assembly of a disk and an 8 mm internally threaded screw manufactured by Hilti.

Stud: Powder-actuated threaded stud for attaching the X-FCP Disk shall be X-CRM8-9-12 or X-CRM8-15-12 stainless steel studs manufactured by Hilti.

Installation: Contact a manufacturer’s representative from Hilti to provide training to the operators at the project site.


* Only disk part of fastener can be removed and reused. Threaded stud remains in place unless removed by overloading the fastener.

Listings/ApprovalsABS (American Bureau of Shipping) for X-FCM-R and X-FCP-RLloyds Register for all X-FCM types and X-FCP-RDNV Certification for X-FCM-M and X-FCM-RGL (Germanischer Lloyd)

X-FCM

X-FCP


X-FCM & X-FCP Grating & Checkerplate 3.4.2



ComponentX-FCM-M & X-FCP-F X-FCM-R & X-FCP-R

Material Coating Material CoatingDisk Carbon Steel 65 μm Zinc SAE 316 None

Threaded Extension Carbon Steel Duplex1 SAE 316 NoneThreaded Stud SAE 316 Equivalent None SAE 316 Equivalent None

1. 480 hour salt spray test per DIN 50021 and 10 cycles Kesternich test per DIN 50018/2.0 (Comparable to 45 microns HDG coating).

3.4.2.3 Technical DataAllowable Static Tension Loads for X-FCM-M or X-FCM-R with Grating, lb (kN)1,2,4


Rectangular Grid Barspacing in. (mm) Square Grid Barspacing in. (mm)3/4 (19) 1-3/16 (30) 3/4 (19) 1-3/16 (30)

X-FCM-M 180 (0.8) 180 (0.8) 405 (1.8)3 180 (0.8)X-FCM-R 315 (1.4) 225 (1.0) 405 (1.8)3 225 (1.0)

1. Allowable loads represent the capacity of the Hilti Grating System only. The capacity of the grid must be investigated in accordance with accepted design criteria.

2. Unless otherwise noted, load values are limited by plastic deformation of the X-FCM disk.

3. Allowable load value is limited by recommended load for threaded stud.

4. X-FCM-M and X-FCM-R Fastening Systems resist shear by friction and are not suitable for explicit shear load designs, e.g. diaphragms. Depending on surface characteristics, shear loads of up to 65 lb (0.3 kN) will not result in permanent deformation. Therefore, small unexpected shear loads can generally be accommodated without damage.

Allowable Static Tension Load for X-FCP-F & X-FCP-R with Checkerplate1,3


AllowableTension Loads2

lb (kN)X-FCP-F 405 (1.8)X-FCP-R

1. Allowable loads represent capacity of X-FCP disk or threaded stud. The capacity of checkerplate must be investigated in accordance with accepted design criteria.

2. Allowable load value is limited by the recommended load for the X-CRM8 threaded stud.

3. X-FCP-F and X-FCP-R are not intended for shear loading.

Ø50[1.969"]

5[0.197"]

Ø10.3

[0.406"]

8.6[

0.33

9"]

[0.6

30"]

16

[0.7

68"]

19.6 L+

4[0.

157"

]

L

Product Selection Guide for Grating

Duplex Coated1 Stainless SteelL Grating Height

in. (mm) in. (mm)

Grating Disk

X-FCM-M 25/30 X-FCM-R 25/30 0.906 (23) 1 to 1-3/16 (25-30)X-FCM-M 1 -1/4 X-FCM-R 1-1/4 1.063 (27) 1-1/4 (32)X-FCM-M 35/40 X-FCM-R 35/40 1.299 (33) 1-3/8 to 1-9/16 (35-40)X-FCM-M 45/50 X-FCM-R 45/50 1.693 (43) 1-3/4 to 2 (45-50)

ThreadedStud

X-CRM8-15-12 FP10X-BT M8-15-6 SN12-R

1. 480 hour salt spray test per DIN 50021 and 10 cycles Kesternich test per DIN 50018/2.0 (Comparable to 45 microns HDG coating).





Threaded stud placing Tightening torque Fitting tolerances/height of grating (dimensions in mm)

X-CRM8-15-12 hNVS = 5/8" to 25/32" (16.0 to 20.0 mm)t II = 1/4" to 1/2"(6 to 12 mm)

X-BT M8-15-6 SNR121

hNVS = 5/8" to 11/16" (15.7 to 16.8 mm)t II ≥ 5/16" (8 mm)

Tmax = 6.0 ft-lb (8.0 N-m) for X-CRM8 studs.

Tmax = 6.0 ft-lb (8.0 N-m) for X-BT M8 studs.1

Tightening tool: Hilti screwdriver SF 121-A SF 150-A or SF 180-A with 5 mm Torx Bit

Set clutch to appropriate setting to obtain desired torque.

Min. grating height = L + 2

Governing requirement:

• Minimum 2 mm clearance between X-FCM and sur-face of base steel to allow for deflections

Example: X-FCM 25/30 Min. grating ht. = 23 + 2 = 25 mm Max. grating ht. = 23 + 7 = 30 mm

Grating height of 32 can be accommodated if hNVS ≥ 18 mm

Max. grating height = L + 7

Governing requirement:

• Minimum 5 mm thread engagement at the minimum allowable stand-off, hNVS.

Note:

• The maximum grating height for an X-FCM type can be extended if hNVS is tightly controlled (e.g. at 18 mm instead of 16 mm).*

1. Reference Section 3.2.10 for more details on proper installaton of X-BT fasteners.

hh N

VS

h NVS

t II

t II

h NVS

26.5

23 16

L7

21.5

18 20

L2

Installation procedure for bar grating

1. Place the grating sections following recognized safety precautions.

2. Widen opening at fastening 3. Place the threaded stud 4. Tighten the disk, without exceeding maximum tight-ening torque

30 NVShNVS

≥11/16"

≥11/16"

* Maximum grating height can be extended with the use of the X-SEA-R30 M8. Reference the installation procedure found on page 82.

TMAX


X-FCM & X-FCP Grating & Checkerplate 3.4.2


Product Selection Guide for Checkerplate

Fastening Height in. (mm) X-FCP Disk1 DX 762 / DX 460 F10 Grating Stud DX 460-GR Stud

1/4 to 21/64 X-FCP-F5/10 X-CRM8-9-12P10 X-CRM8-9-12P8(6.4 to 8.3) X-FCP-R5/10 Stud Stand-off 31/64" – 37/64" Stud Stand-off 31/64" – 37/64"

11/32 to 1/2 X-FCP-F5/10 X-CRM8-15-12P10 X-CRM8-15-12P8(8.7 to 12.7) X-FCP-R5/10 Stud Stand-off 41/64" – 25/32" Stud Stand-off 41/64" – 25/32"1/4 to 1/2 X-FCP sealing ring Optional Optional

(6.4 to 12.7)

1. X-FCP-F = Duplex Coated Carbon Steel, X-FCP-R = Stainless

2. Additional equipment required

Installation procedure for checkerplate

1. Place and align the plate section following recognized safety precautions.

2. Install the 8 mm stainless threaded stud through the pre-drilled hole.

3. Start the X-FCP on the stud by hand.

4.Tighten the disk, without exceeding maximum tightening torque.

*hNVS = Stud Stand-off Length

Trec3.7 – 6 ft-lb

(5-8 Nm)




1. Installation procedure to be used in conjunction with bar grating procedures found on page 80. X-SEA-R 30 M8 only to be used for grating attachment.

Installation Procedure for bar grating with X-SEA-R30 M81

3.4.2.5 Ordering InformationGrating Disks

Description Coating/Material Box QtyX-FCM-M 25/30 Duplex Coated 100X-FCM-M 35/40 Duplex Coated 100X-FCM-M 1-1/4 Duplex Coated 100X-FCM-M 45/50 Duplex Coated 100X-FCM-R 25/30 Stainless Steel 100X-FCM-R 35/40 Stainless Steel 100X-FCM-R 1-1/4 Stainless Steel 100X-FCM-R 45/50 Stainless Steel 100

Threaded StudsDescription Coating/Material Box QtyX-CRM8-15-12 FP10 Stainless Steel 100X-CRM8-15-12 P8 Stainless Steel 100X-CRM8-9-12 FP10 Stainless Steel 100X-CRM8-9-12 P8 Stainless Steel 100X-BT M8-15-6 SN12-R Stainless Steel 100

Checkerplate DisksDescription Coating/Material Box QtyX-FCP-F5/10 Duplex Coated 200X-FCP-R5/10 Stainless Steel 200X-FCP Sealing Ring Polyurethane 200X-SEA

Grating ExtensionsDescription Coating/Material Box QtyX-SEA Stainless Steel 100


X-GR RU & X-MGR Grating Fastening Systems 3.4.3







X-GR RU Grating Fastening System

X-MGR Grating Fastening System

3.4.3.1 Product Description Hilti provides a wide range of solutions for the attachment of grating. These solutions allow attachment of different grating heights, have HDG* equivalent corrosion resistance and provide removable or permanent grating attachment.

Product Features

• Grating fastened in place • Topside only access needed• Removable and reusable**• Corrosion resistance of HDG* • Non-trip profile • No electrical or pneumatic

power required

* Refer to material specifications below for more details on coatings.** Only saddle clip and screw parts of X-GR RU fasteners can be removed and reused.

3.4.3.2 Material SpecificationsSystem

ComponentX-GR RU X-MGR

Material Coating Material CoatingSaddle Clip Carbon Steel Duplex1 Carbon Steel 65 μm Zinc

Powder-Actuated Fastener Stainless Steel 8 μm Zinc2 – –Screw Carbon Steel Duplex1 Carbon Steel 60 μm Zinc

Nut – – Carbon Steel 45 μm ZincNut Holder – – Stainless Steel –

1. Duplex coating tested to 480 hours salt spray test per DIN 50021 and 10 cycles Kesternich test per DIN 50018/2.0 (Comparable to 45 microns HDG coating).

2. Zinc coating on X-GR RU stainless steel powder-actuated fasteners are for improved driving performance during installation..

3.4.3.3 Technical DataAllowable Static Tension Loads for Hilti Grating Fastening Systems1,2,3


Bearing Bar Spacing4 Base Steel Thickness Allowable

Tension Loadin. (mm) in. (mm) lb. (kN)

X-GR RU 1 to 1-1/4 (25 to 32) 1/4 to 1/2 (6 to 12)5 180 (0.8)X-MGR ≥ 1-3/16 (≥ 30) 1/8 to 1 (3 to 25) 135 (0.6)

1. Allowable loads represent the static capacity of the Hilti Grating System only. The capacity of the grid must be investigated in accordance with accepted design criteria.

2. Allowable load values are limited by plastic deformation of the X-GR RU or X-MGR saddle clip.

3. X-GR RU and X-MGR Grating Fastening Systems resist shear by friction and are not suitable for explicit shear load designs, (e.g. diaphragms). Depending on surface characteristics, shear loads of up to 65 lb (0.3 kN) will not result in permanent deformation. Therefore, small unexpected shear loads can generally be accommodated without damage.

4. Reference installation instructions for more details regarding bearing and cross bar dimensions.

5. Fastening X-GR RU fasteners into base material thicknesses greater than 1/2" (12 mm) is possible when pre-drilling is used. Reference X-GR RU installation instructions for more information.


3.4.3 X-GR RU & X-MGR Grating Fastening Systems


X-MGREdge Distance: No general restriction for end of beam condition (reference X-MGR Installation Procedures for more detail).Spacing: No general restriction.Base Steel (Flange) Thickness: 1/8" to 1" (3 mm to 25 mm)

General Spacing Edge Distance & Base Steel Thickness Guidelines

X-GR RUEdge Distance: c ≥ 1/2" (12 mm)Spacing: s ≥ 5/8" (15mm)Base Steel Thickness: tll = 1/4" to 1/2" (6 mm to 12 mm)** Fastening X-GR RU fasteners into base steel thicknesses greater than 1/2" (12 mm) is possible

when pre-drilling is used. Reference X-GR RU installation instructions for more information.

3.4.3.4 Installation Instructions (including selection guides)

X-GR RU Selection Guide for Grating


Powder-Actuated Fastener1

Nominal Grating Height

in. (mm)

Min. Cross Bar Spacing2

in. (mm)

Bearing Bar Spacing2

in. (mm)

Base Steel Thickness3

in. (mm)DX Tool

X-GR RU 1"X-CR 20-4.5R Zn P8

1 (25)1-3/16

(30)1 to 1-1/4(25 to 32)

1/4 to 1/2(6 to 12)

DX 460-GR with 6.8/11M

black cartridgesX-GR RU 1-1/4" 1-1/4 (32)X-GR RU 1-1/2" 1-1/2 (38)

1. Comes pre-assembled as part of X-GR RU fastener.

2. Reference step 2 of the X-GR RU Installation Procedures below for more details on bar spacing requirements.

3. Fastening X-GR RU fasteners into base material thicknesses greater than 1/2" (12 mm) is possible when pre-drilling is used. Reference X-GR RU installation instructions for more information.

X-GR RU Standard Installation Procedures for Grating (without pre-drilling)


2. Install X-GR RU Fastener

Note: position the flat side of the fastener guide to the saddle!

Bearing bar spacing (a): a = 1" to 1-1/4" (25 to 32 mm)

Cross bar spacing (b): b ≥ 1-3/16" (30 mm)

3. Tighten the screwTrec = 2.2 – 3.7 ft-lb (3 - 5 Nm)

Tightening tool:• Screw driver with torque release

coupling (TRC)• 6 mm Allen-type bit

Do not over tighten: The saddle of the fastener should not be bent.

4. Check Installed Fastener

hNVS = 0.28" – 0.41" (7.0 mm – 10.5 mm)

4a. Check nail stand-off (hNVS).4b. Check that screw has not been over

tightened as shown in step 3.

Hilti Screw Driver Torque SettingSF 121-A TRC 5 – 7SF 150-A TRC 3 – 5




X-GR RU Installation Procedures for Grating (with pre-drilling)

1. Pre-drilling should only be used when necessary. Thick, > 1/2" (12mm), or very hard steel base materials may require the use of pre-drilling.

2. These instructions should be used in conjunction with the installation instructions without pre-drilling (e.g. placement of grating, bearing and cross bar spacing requirements, tool recommendations and checking of installed fastener).

Trec = 2.2-3.7 ft-lb (3-5 Nm) 6 mm


3.4.3 X-GR RU & X-MGR Grating Fastening Systems


X-MGR Installation Procedures for Grating


2. Place the X-MGR Fastener 3. Tighten the screwTrec = 3.7 - 6.0 ft-lb

(5 - 8 Nm)

Tightening tool:• Screw driver with torque release

coupling (TRC)• 1/4" Allen-type bit

Do not over tighten: The saddle of the fastener should not be bent.

4. Check4a. Check that the indentation line on

the clip is positioned under the steel flange as shown below.

4b. Check that screw has not been over tightened as shown in step 3.

Hilti Screw Driver Torque SettingSF 121-A TRC 7 – 11SF 150-A TRC 5 – 9

a b cX-MGR 1" ≥ 1-3/16" ≤ 3/16"W60 (25 mm) (30 mm) (4.8 mm)

indentation line

X-MGR Selection Guide for Grating


Powder-Actuated Fastener

Grating Height in. (mm)

MinimumCross Bar Spacing1

in. (mm)

Bearing Bar Spacing1

in. (mm)

Maximum Bearing Bar Thickness1

in. (mm)

Base Steel Thickness

in. (mm)

Fastening Tool

X-MGR-W60 None 1 to 1-1/2(25 to 38)

1-3/16(30)

1(25)

3/16(4.8)

1/8 to 1(3 to 25)

SF 121-A, SF 150-A

1. Reference step 2 of the X-MGR Installation Procedures below for more details on bar spacing and thickness requirements.





Fastener Guide Assembly

Guide Sleeve

DX 460-GRDescription

DX 460-GR Deluxe Grating Tool Includes tool, ramrod, cleaning brushes, cleaning cloth, spray lubricant and operating instructions in an impact-resistant plastic tool box

Replacement PartsDescription

X-460-F8GR Fastener Guide AssemblyX-460-TGR Fastener Guide SleeveX-460-PGR Piston

X-GR RU FastenerFastener Only PacksNon-Combo Description Qty

X-GR RU 1" 25/30 CR 20 P8 100 pcsX-GR RU 1-1/4" CR 20 P8 100 pcsX-GR RU 1-1/2" CR 20 P8 100 pcs

Combo packs (includes equal quantities of fasteners and cartridges)Description Qty

X-GR RU 1" Grating Fastener Cartridge Combo 100 pcsX-GR RU 1-1/4" Grating Fastener Cartridge Combo 100 pcsX-GR RU 1-1/2" Grating Fastener Cartridge Combo 100 pcsX-GR RU 1" Grating Fastener Partial Pallet Combo 2400 pcsX-GR RU 1-1/4" Grating Fastener Partial Pallet Combo 2400 pcsX-GR RU 1-1/2" Grating Fastener Partial Pallet Combo 2400 pcs

X-MGR FastenerFastener Only PacksDescription Qty

X-MGR W 60 20 pcsX-MGR Mechanical Grating Fastener Pallet 2560 pcs

.27 Caliber Cartridge — Short (strips of 10 each)Fastener Only PacksDescription Qty

6.8/18 M Black — Extra Heavy (Power Level 6) 100 pcsPre-drilling Tools for X-GR RU InstallationDescription Qty

XBT 4000-A 1 pcsTX-GR-RU 3.4/10.5-110 Stepped Drill Bit 1 pcsTX-GR-RU 3.4/10.5-110 Stepped Drill Bit (10 pack) 10 pcsS-B HEX 6 Bit 1 pcs


3.5.1 Steel Deck Fastener Design & Selection


3.5.1.1.1 Decking Fastener Terminology

3.5.1.1.3 Steel Deck Definitions

3.5.1.1 Steel Deck Terminology & Definitions

DX = Hilti terminology for direct fastening powder-actuated technology

ENP = Hilti fastener type used for attaching steel deck to structural support steel with DX 76 and DX 860-ENP powder-actuated tools (X-ENP19 L15)

F = diaphragmflexibilityfactor, micro-inch/lb (mmx10-6/N)

G’ = diaphragm shear stiffness lb/in. (N/mmx10-6)

HSN = Hilti High Shear Nail fastener type for attaching steeldecktobarjoistsupportsteelused with DX 860-HSN and DX 460-SM powder-actuated tools (X-EDN19 THQ12, X-EDNK22 THQ12)

q = allowablediaphragmshear, plf (N/mm)

Qf = structural connector strength,lb(kN)

Qs = fastener strength, panel to panel,lb(kN)

Sf = fastenerflexibilityfactor,paneltoframe, in./kip (mm/kN)

Ss = fastenerflexibilityfactor,paneltopanel, in./kip (mm/kN)

t f ( t || ) = flangethicknessofbeamorbarjoistforsteel deck applications, in. (mm)

ICC-ES = International Code Council - Evaluation Service

SDI = Steel Deck Institute

CSSBI = Canadian Sheet Steel Building Institute

3.5.1.1.2 X-HVB (Section 3.5.6) Terminology

hr = nominalribheight,in.(mm)

Hs = connector height, in. (mm)

Nr = numberofconnectorsinonerib

q = allowableshearstrength,lb(kN)

Qn = nominalshearstrength,lb(kN)

Rg = coefficienttoaccountforgroupeffect

wr = averagewidthofrib,in.(mm)

Ycon = distancefromtopofsteelbeamtotop ofconcreteslab,in.(mm)

Base Material -Theexistingpartoftheworkthatisabaseforthefastening.Thestructuralsteelorbarjoistframingmembersinsteeldeckapplications.

Beam - Oneoftheprincipalhorizontalsupportingmembersofabuilding.

Burn Through - Unintended welding-related holes created in steel deck.

Button Punch - A mechanical means of connecting two piecesofsheetmetaltogetherbycrimpingwithaspecialtool. This method is used on BI or interlocking deck panels.

Direct Fastening - A fastening method in which the fastenings are made without any preparation steps such asdrillingahole.Examplesarepowder-actuatedfastening,self-drilling screws and welding.

Diaphragm Deck - A decking system which is designed to carry lateral loads due to wind or seismic action in addition to gravity loads and wind uplift.

Endlap - Theoverlapofadjacentsteeldeckpanelsattheends of the panels (end edges perpendicular to the steel deck panelfluting).Typicallyspecifiedas2or4inches. Butted deckwithnoendlapshouldbeusedforthickersteeldeck.

Fastener Pattern - Thenumberandspacingoffastenersateach support for a steel deck panel.

Fastened Material - Thecomponentthatmustbeattachedtothebaseorsupportingmaterial.

Fastening - Thecombinationoffastener,fastenedmaterialandbasematerialallinfinalposition.

Fastening System - The fastener, fastening tool and driving powersourcealltakentogetherasasystemwithspecificperformance characteristics.

Gauge - A measure of thickness for sheet metal. Reference Section 3.5.1.7 for common steel deck gauges.

Interlocking Sidelap (BI Connection) - Steel deck panels havingmaleandfemalesideedges.Theadjacentdeckpanelmale and female edges interlock into each other when the deck is installed. The interlocks are fastened together using buttonpunches,proprietarypunchsystems,welds, or screws

Joist - Astructuralmemberinabuildingwhichisusedtosupportafloororroof.


Steel Deck Fastener Design & Selection 3.5.1


Nestable Sidelap-Steel deck type in which the side edge of a steeldeckpanelcontainsapartialvalleyprofileandoverlaps,or“nests"ontopofthesideedgeoftheadjacentsteeldeckpanel,whichcontainsafullvalleyprofile.Oftenfastenedtogether using self-drilling stitch screws.

Non-Diaphragm Deck-A steel deck system which is designed to carry only gravity loads.

Pneumatic Tool-A tool that uses compressed air to drive a fastener.

Powder-Actuated Cartridge-Apowderfilledmetalcasingused as the source of driving energy in a powder-actuated tool. The ANSI A10.3 terminology is a “cased powder load."

Powder-Actuated Fastener (PAF)-A nail or threaded stud fastenercapableofbeingdrivenintosteel,concreteormasonry.Fastenersmaybeequippedwithwasherssuitableforclampingthefastenedmaterialtothebaseorsupportingmaterial. Also referred to as Hilti DX, powder-actuated fasteners (PAF), power-driven fasteners (PDF), drive pins or shot pins.

Powder-Actuated Tool-Atoolthatusesexpandinggasesfrom powder-actuated cartridges to drive a fastener.

Powder-Actuated, Indirect-Acting Tool-A powder-actuated toolinwhichtheexpandinggasofthepowderloadactsona captive piston, which in turn drives the fastener into the basematerial.Ifthetestvelocityofthelightestfastenerwhenusing the strongest powder load is less than 328 fps (100 m/s),thetoolmeetstheANSIA10.3requirementsandisclassifiedasalow-velocitytool.AllHiltipowder-actuatedtoolsusedintheconstructionindustryareclassifiedaslow velocity.

Pullout-As related to fasteners, a failure mode that occurs whenthefastenerpullsoutofthebasesteelsupport.

Pullover-As related to fasteners, a failure mode that occurs when the steel deck panel pulls over the fastener head or washer(s).

Punch Systems-A mechanical means of connecting two piecesofsheetmetaltogetherbypunchingthroughthesteeltocreateaflapofmetalwhichisthencrimped.Thisisdonewith a proprietary pneumatic tool on interlocking deck panels.

Purlin-Asecondaryhorizontalstructuralmemberattachedtothe primary frame and supporting the roof covering.

Sidelap-Thesideedgeoverlapofadjacentsteeldeckpanels(sideedgesparalleltothesteeldeckpanelfluting).

Stitch Screws-Screws used to fasten the overlapping edges oftwodeckpanelsbetweenjoistsorbeams.

Tack Weld-Aweldofnostructuralsignificance.Usedfortemporary attachment of steel to the supporting frame. A weldmadetoholdthepartsinproperalignmentuntilthefinalwelds are made.

Uplift-Vertical load on the steel deck panels due to wind forces.

Wind Tacking-Limited fastening of the steel deck panel attheedgestoholdthepanelsinplaceuntilallspecified fasteningshavebeenmade.




Asteeldeckdiaphragmisahorizontalassemblythatresistswind, seismic and other lateral forces. A diaphragm can bemodeledasahorizontalbeamwithinterconnectedfloorandroofdeckunitsthatactasthebeamweb.Intermediatejoistsorbeamsactaswebstiffenersandperimeterbeamsorreinforcementonthediaphragmperimeteractasthebeamflanges.Figure1,basedongraphicsfromtheSteelDeckInstitute (SDI) Diaphragm Design Manual, depicts a roof deck diaphragm model.

Designofsteeldeckdiaphragmshastraditionallybeendone using the Steel Deck Institute (SDI) Diaphragm Design Manual or Technical Manual (TM) 5-809-10 Seismic Design for Buildings, Departments of the Army, Navy and Air Force (Tri-ServicesDesignManual).Bothmethodsprovidethebasicequationsfordeterminingthestrengthandstiffnessofthediaphragm considering the following parameters:

1. SteelDeckProfileTypeandThickness2. Supporting Steel Frame Spacing or Deck Span3. Frame Fastener Type and Spacing (connector for steel

deck to steel frame)4. Sidelap Fastener Type and Spacing (connector for steel

deck panel edge to edge)5. Safety Factors (ASD) or Resistance Factors (LRFD/LSD)

basedonloadtype(wind,seismic,other)andfasteningtype (mechanical, weld)

ICCEvaluationServicesrecognizesbothdesignmethodsasacceptableinAC43,AcceptanceCriteriaforSteel Deck Roof and Floor Systems. An ICC Evaluation Service Report(ESR)basedonICC-ESAC43providesrecognitionfor use with the IBC. Hilti deck fasteners are currently listed intheSDIDDM03andAppendixVIandwereevaluatedinICC-ES ESR-2776, ESR-2197 and ESR-2199. Hilti deck fastener performance with proprietary sidelap clinching systems is also documented in ESR-1116, ESR-1735P, ESR-1169 and ESR-1414. Additional industry research onquasi-staticandseismic/cyclic load performance of diaphragms is ongoing. Other system approvals and evaluation reports are pending.

3.5.1.2.1 General Discussion3.5.1.2 Steel Deck Diaphragm Design & Theory

Many small element and full scale test programs have beenconductedusingHiltideckfastenerstoevaluatetheirperformance.

1. Small Element Connection Tests

Small element connection tests are used to determine fastenerpullout,pulloverandlap-jointshearstrengthandstiffnesswithsheetsteelandbasesteelrepresentativeoftypical construction. The data is analyzed and used in a predictive model to calculate the performance of the larger steeldeckdiaphragmassemblyorsystem.Thesetestsareconducted in accordance with the following standards, and shown in Figure 2.

• AISITS-5(S905)TestMethodsforMechanicallyFastenedCold-Formed Steel Connections

• ASTME1190StandardTestMethodsforStrengthofPower-ActuatedFastenersInstalledInStructuralMembers

• ICC-ESAC70AcceptanceCriteriaforFastenersPowerDriven Into Concrete, Steel and Masonry Elements

• ICC-ESAC118AcceptanceCriteriaforTappingScrewFasteners

3.5.1.2.2 Fastener Test Programs

Figure 1 – Diaphragm Model




2. Full Scale Diaphragm System Tests

Full scale diaphragm system tests are used to determine the strength and stiffness of a larger steel deck diaphragm assemblydirectly.Thedataisanalyzedandfitinapredictivemodeltoaddressvaryingconfigurationsofbasesteel,steeldeck,specificfastenercombinationsandspans.Thesetestsare conducted in accordance with the following standards and shown in Figures 3, 4 and 5.

• ICC-ESAC43AcceptanceCriteriaforSteelDeck Roof and Floor Systems

• AISITS-7(S907)CantileverTestMethodfor Cold-Formed Steel Diaphragms

• ASTME455StandardTestMethodforStaticLoad Testing of Framed Floor or Roof Diaphragm Constructions for Buildings

Figure 2 – Small Element Connection Tests

Figure 3 – ICC-ES AC43 Diaphragm Test Frame Schematics

24'-0"

30'-0"

Figure 4 – AC43 Diaphragm Test FrameFasteningSystemsResearchLaboratory(FSRL),Schaan,Liechtenstein




Hilti powder-actuated deck fasteners are recognized alternatives to arc spot puddle welds and self-drilling screws. Thefastenerscanbeusedonroofdeckdiaphragmsaswellascompositeconcretefilledfloordiaphragms.Hiltiprovidestraining for powder-actuated tool operators in accordance withANSIA10.3SafetyRequirementsforPowder-ActuatedFastening Systems.

Extracaremustbetakenattheendlapandcornerlapconditions where multiple layers of steel deck nest or interlock onadjacentpanels.Itisparticularlyimportantthatendlapand corner lap conditions of two and four deck layers must besnugandtightagainstoneanotherandthesupportingsteelframeinorderforthefasteningtobemadeasshowninFigure8.Tightendlapandcornerlaprequirementsareindependentofthefasteningtypeandcontributedirectlytothe performance of arc spot welds, screws, powder-actuated fasteners, punches and crimps/clinches. If the steel deck endlaps and corner laps are not tight, a proper fastening cannotbemade.

Steel deck installers must layout deck properly and markframe fastening lines in order to ensure that steel deckpanels are connected to the supporting steel frame. Markingframe fastening lines is essential when attaching steel decktothinbasesteels(tII < 1/4"),includingopenwebsteeljoists.Forallapplications,thefastenersshouldbeinstalledatleast3/8"(10mm)fromtheedgeortoeofthejoisttopchordorlightsteelbeamflange.Additionally,wheninstallingintoabarjoisttopchord(angle),thefastenersneedtobeinstalledatadistancefromtheangle,bx≤8xtII. Reference Figure 7 for edge distance andbx dimensions.

Hilti Mechanical Fastening Systems Provide Superior Solutions for Attaching Steel Deck to Steel Support Members

•ConsistentFasteningQuality•HighProductionRate•NoBurnThroughsorJoistDamagefromWelding•SuperiorCyclicLoadPerformance

3.5.1.2.3 Proper Fastener Selection & Steel Deck Layout (Pre-Fastener Installation)

Figure 6 – Hilti Deck Fastener Selection Gauge

Figure 8 – Tight Nesting of Steel Deck Sheets

Figure 7 – Edge Distance Recommendations

Rolledbeamorwideflangeshape

Anglesorjoisttopchords

Figure 5 – AC43 Deck Diaphragm Load Displacement Curve

Load

(kip

s)

Displacement [inch]

bx≤8t||

bx

≥3/8" ≥3/8"

t||

t||

Selection of the proper Hilti deck fastener depends on the supportingbasesteelthicknessasshowninSection3.5.1.3.1.The Hilti Deck Fastener Selection Gauge shown in Figure 6 should beusedbythedeckinginstallertoconfirmfastenerselection.Thecut-outslotonthegaugeisfitagainstthebarjoisttopchordorsteelbeamflange.Astheinternalcardslidesinthegauge,theproperHiltideckfastenerishighlightedwithagreenbox.AredboxindicatesthatthecorrespondingHiltideckfastenerisoutsidethebasematerialapplicationlimitsandshouldnotbeusedforsteeldeckfasteningtothebasematerialbeinggauged.




Steeldeckconstructionprojectsmaypresentachallengewithrespecttothequalitycontrolofconnectionsbetweensheet steel and the supporting steel structure. Quality control measures for traditional fastening methods typically consist ofvisualchecksanddimensionalorsizeverifications,whichmayormaynotconfirmaproperfastening.Fieldverificationoftheadequacyofpowder-actuatedmechanicalsteeldeckfasteningscanbeconductedasdescribedinthissection.

The use of mechanical fasteners does not imply a need toinspecteveryfasteningpointunlessspecifiedbytheStructuralEngineer.NoguidelinestandardsarepublishedbySDI,AWS,AISCorOSHAforpercentagesofsteeldeckconnectionsthatmustbecheckedorthatcanbeunsatisfactory.ThisdeterminationmustbemadebytheStructuralEngineerandAuthorityHavingJurisdiction.

Hilti has multiple systems in place that help ensure steel deck fastenings are done correctly thefirsttime.Togetherwithacommitmenttofieldqualitycontrolbythesteeldeckinstaller, these systems may alleviate the need for post-fastener installation inspection. Hilti has over one thousand Account Managers and Field Engineersavailablefortrainingsteel deck installers. This hands-on training includes the use of the Hilti Powder-Actuated Tools in accordance with ANSI A10.3safetyrequirements,useof the Deck Fastener Selector Gauge, proper steel deck layout and end/corner lap nesting as

discussed in Section 3.5.1.2.3. Proper fastener, tool and cartridge selection as discussed in Section 3.5.1.3, as well as theuseoftheHiltiPowerAdjustmentGuide,showninFigure9 and discussed in more detail in Section 3.5.1.3.3, are also key elements of the installer training. Furthermore, the Hilti DX860-HSNtoolscomeequippedwithpistonbrakes,whichvirtuallyeliminatethepossibilityofoverdrivenfasteners.

There are three main characteristics of proper fastenings that mustbeconsidered:

1. Fasteners installed in proper locations. The fasteners mustbeinstalledinthepropersteeldeckvalleysorflutesinaccordancewiththestructuralroofandfloordeckplansanddesign,andintheproperlocationinthebasesteel(ReferenceSection 3.5.1.2.3). The fastener point must penetrate into, butnotnecessarilythrough,thesupportingsteel(topchordorflange),dependingonthefastener/deck/basesteelconfiguration.

2. Clamping of fastened part to base material. Thefastenersmustclampthesteeldeckdowntothebasesteel(topchordorflange).Thereshouldnotbeanyvisiblegapsbetweenthesteeldeckandthebasesteelorbetweensteel deck laps.

3. Washer placement and condition. In general, the fastenerwasheredgesmustbeclampingthesteeldecksheettothebasesteel.Thewashersshouldnotcurlupwardsawayfromthedecksurfaceandmustnotbediggingorcuttinginto the steel deck surface. For the X-EDN19 and X-EDNK22 fasteners,thetophatwashermustbecompressed.FortheX-ENP-19fastener,thepistonmark(indentation)shouldbeclearlyvisibleonthefastenerwasherasshowninFigure10.

Whentheinspectorisunclearaboutthecompressionofthetophatwasherorthepistonmark,theHiltiPowerAdjustmentGuidemaybeusedtoensureproperfastenernailheadstand-off, hNVS. Note that measuring nail head stand-off does not verifyproperfastenerembedmentunlessthesteeldeckandbasematerialaretightlyclamped,withthebasesteelnotdeformedorbent.

ThefollowingFigures11and12providevisualexamplesofproperandimpropersteeldeckfasteningsforHiltibarjoist(X-EDN19/X-EDNK22) and structural steel (X-ENP-19 L15) fasteners, respectively.

3.5.1.2.4 Fastener Inspection (Post-Fastener Installation)

Figure 9 – Hilti Power

Adjustment GuideFigure 10 – X-ENP-19 L15 Piston Mark (indentation)

Piston Mark




Figure 11a. Under Driven X-EDN19/X-EDNK22 Fastener with Single Sheet to Base Steel

Figure 11b. Properly Driven X-EDN19/X-EDNK22 Fastener with Single Sheet to Base Steel

Figure 11c. Over Driven X-EDN19/X-EDNK22 Fastener with Single Sheet to Base Steel

ExcessivehNVS

hNVS within acceptablelimits

InsufficienthNVS

Top Hat not collapsed, not snug against washer and not clamping deck sheet tobasesteel

Top Hat properly collapsed, snug against washer and clamping deck sheettobasesteel

Washerscuttingintodecksheet,deformingbasesteel and deck sheet




ExcessivehNVS

Figure 12a. Under Driven X-ENP-19 Fastener with Single Sheet to Base Steel.

Figure12b.ProperlyDrivenX-ENP-19FastenerwithSingleSheetto Base Steel

Figure 12c. Over Driven X-ENP-19 Fastener with Single Sheet to Base Steel

hNVS within acceptablelimits

InsufficienthNVS

Washersnotclampingdecksheettobasesteel

Piston Mark (indentation) not visibleonfastenerGapvisiblebetweenwashers

Piston Mark (indentation) clearlyvisibleonfastener

Washerssnugagainstone another and clamping decksheettobasesteel

Washerscuttingintodecksheet,deformingbasesteel and deck sheet




Solutions for Bar Joist (Open Web Joists) Applications (Reference Section 3.5.2)

DX 860-HSN

3.5.1.3 Fastener, Tool & Cartridge Selection

X-EDN19 THQ12 or X-EDNK22 THQ12

DX 460-SM

Solutions for Structural Steel Applications (Reference Section 3.5.3)

DX 860-ENP-L

SLC 01 SLC 02 #10HWH

X-ENP-19 L15

SDT 30

SDT 30

SLC 01 SLC 02 #10HWH

DX 76




3.5.1.3.1 Fastener Selection

Table 2 - Structural Steel Frame Fasteners (Reference Section 3.5.3)

Base Material1

Fastener Type2

Recommended Installation Tool

Structural Steel, hardened structural steel and Heavy Bar Joist t f ≥ 1/4" (6 mm)

X-ENP-19 L15

DX 860-ENP-L

1 Steel base material tensile strength (fu) shall be in a range of 58 to 91 ksi for all base steel thicknesses (tf) greater than or equal to 1/4".

2 X-ENP-19 L15 fasteners fit in all types of deck except A and F.

Table 1 - Bar Joist and Light Structural Steel Frame Fasteners (Reference Section 3.5.2)

Base Material1

Fastener Type2


Bar Joist and Structural Steel 3/16" (5 mm) ≤ tf ≤ 3/8" (10 mm)

X-EDN19 THQ123

DX 860-HSN

Bar Joist 1/8" (3 mm) ≤ tf ≤ 1/4" (6 mm)

X-EDNK22 THQ12

DX 860-HSN

1 Steel base material tensile strength (fu) shall be in a range of 58 to 91 ksi for base steel thicknesses (tf) less than or equal to 5/16". For the X-EDN19 THQ12 fastener in base steel thicknesses (tf) greater than 5/16", the tensile strength shall be in a range of 58 to 68 ksi.

2 X-EDN19 and X-EDNK22 fit in all deck types except A-deck.

3 This fastener can be used with structural steel within the thickness ranges shown.

The SDK2 is an SAE 316 stainless steel sealing cap with a neoprene seal. This is installed over the head of the X-ENP-19 fastener using the SDK2 hand setting tool. The SDK2 sealing cap provides added corrosion protection for exposed exterior steel deck applications in accordance with IBC requirements.

Sealing Caps

X-ENP-19 L15 hnvs = 8.2 mm- 9.8 mm

SDK2 Sealing CapSDK2 Setting Tool

Table 3 - Deck-To-Deck Sidelap Fasteners (Reference Section 3.5.4)2

Deck Gauges

Fastener Type1


183 to 26S-SLC 01 M HWH

SDT 30

16 to 22S-SLC O2 MHWH

SDT 30

18 to 26Hilti #10 HWH Screw

SDT 30

1 For use with all types of nestable deck or screwable interlocking deck.

2 Other sidelap connector types are possible with Hilti’s powder actuated frame fasteners. Please reference the Steel Deck Institute (SDI) Diaphragm Design manual 3rd Edition (DDM03).

3 Use of S-SLC 01 M HWH with 18 gauge steel deck is recommended only for standard tensile strength (45 ≤ fu≤ 65 ksi) steel deck. For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH.

Note: It has to be ensured, that the fastened sheet is properly compressed to the base material and no gap remains at fastening point location.




3.5.1.3.2 Tool SelectionBar Joist & Light Structural Steel Frame Tools (Reference Section 3.5.2)

DX 860-HSN The DX 860-HSN stand up decking tool is a fully automatic powder-actuatedtooldesignedforattachingsteeldecktosteelbasematerials.Withahighfasteningrateand40-fastenermagazine,theDX860-HSNcansignificantlyhelpreducethetimeittakestoattachdeck.Fastenings canbemadeonverythinsupportstructureswithouttheneedforweldwashers.Suitableforbasesteelswithathicknessof1/8" to 3/8". Fastens X-EDN19 THQ12M and X-EDNK22 THQ12M collated fasteners.

DX 460-SM The DX 460-SM decking tool is a medium duty powder-actuated toolwithadjustablepowerregulationusedforattachingsteeldecktosteelbasematerials.Thissystemisbestsuitedfordeckwithaflutewidthof1/2"orgreaterandforbasesteelswithathicknessof 3/16" to 3/8". Fastens X-EDN19 THQ12 and X-EDNK22 THQ12 collated fasteners.

Structural Steel Frame Tools (Reference Section 3.5.3)

DX 860-ENP-L The DX 860-ENP-L is a fully automatic powder-actuated tool designedforattachingsteeldecktostructuralsteelbeams.Thetoolhascapacityof1stripof40cartridgesand4flexiblestripsof10eachX-ENP-19fastenersinanMXRcollatedconfiguration.

The DX 860-ENP-L is ergonomically designed to work in an upright position,andcanbeloadedwithouttheoperatorbendingover.Thesystemissuitablefordeckwithaflutewidthof3/4" or greater and basesteelswithathicknessof1/4" or greater.

DX 76 The DX 76 decking system is a heavy duty fastening system consisting of semi-automatic, low velocity powder-actuated tool, fastenersandcartridgesforattachingsteeldecktosteelbasematerials. Special features include cartridge power regulation which allowsforhighproductivity.Thissystemissuitablefordeckwithaflutewidthof3/4”orgreaterandbasesteelswithathicknessof1/4”orgreater.UsewithX-ENP-19fastenersinsingle,MXorMXRcollatedconfigurations.

Dect-to-Deck Sidelap Fastening Tool (Reference Section 3.5.4)

SDT 30 The SDT 30 Stand Up Decking Tool is a steel deck sidelap and framefasteningtool.CombinedwiththeDX860-HSNorDX860-ENP-L, these tools deliver a high speed, high productivity system for mechanical attachment of steel deck. The SDT 30 can consistently drive up to 50 Hilti Sidelap Connectors (SLC) in the sidelapsof16to26gaugenestabledecksbeforereloading.Itscomfortable,durabledesignfeaturesan18positiontorqueclutchtoprovideconsistentfasteningquality.Inacompetitivemarket,theSDT30representsamajorgaininproductivityessentialtostayingontimeandonbudget.




Wheninstallingpowder-actuateddeckfasteners,itisimportant for the installed fasteners to have a nailhead stand-off, hNVS,withinthespecifiedrange.TheHiltiPowerAdjustmentGuide,showninFigure13,isavaluablequalityassurance aid to the decking foreman. It is primarily intended forpoweradjustmentofthepowder-actuatedtool.Thisisdonebyinstallingtestfasteningsintorepresentativebasesteel and then checking the nailhead stand-off, hNVS, at the beginningoftheworktoachievetheoptimalcartridgeandtoolpowerlevel.Thisisacriticalstepintheworkbecauseof variations in the structural steel strengths (Fy, Fu) and memberthicknesses.Byinvestingtimeupfrontandproperlycorrelating the fastening system to actual site materials, most fasteningissuescanbeavoided.Duringinstallation,itisalsoadvisablefortheforemantochecktheworkperiodicallytospotdeficienciesbeforelargeportionsofthedeckmightbefastened incorrectly. Failure to properly set the tool, fastener and cartridge prior to starting work can decrease fastening qualityconsistency.

Prior to starting work, the installer shall install a test fastening and check the hNVSusingtheHiltiPowerAdjustmentGuide.Ifnecessary,theinstallershalladjustthepowerorforcethatdrivesthefastenerintothebasesteel.Therearetwowaystoaccomplishthispoweradjustment.Oneisbyuseofdifferentcartridgecolorsandtheotherisbyadjustingthepowerregulator on the tool itself.

CartridgecolorsavailableforHilti Decking Tools are (in order of increasing power): yellow, redandblack.AllHiltiDeckingToolscomeequippedwithapoweradjustmentcapability.Thesettings on the power regulation dials range from 1 to 4.

Figures 14 and 15 provide the installer with a recommended cartridge color and power setting forHiltibarjoistandstructuralsteel deck fasteners, respectively. These charts are guidelines that the installer can use to start the process of test fastenings discussedabove.Thisalsohelpsensure the installer will have the proper color cartridges on the projectsite.

3.5.1.3.3 Cartridge and Power Regulation Selection

Figure 13 – Hilti Power

AdjustmentGuide

Figure 14 – Cartridge and Power Regulation Guidelines for BarJoistDeckFastenersinstalledwithaDX860-HSN1

Figure 15 – Cartridge and Power Regulation Guidelines for Structural Steel Deck Fasteners1

1 CartridgerecommendationsfortheX-ENP-19fastenerareacceptableforallcurrentHiltiDeckingToolsforattachmenttostructuralsteel.Cartridge recommendations for the X-EDN19 and X-EDNK22 fasteners are for the DX 860-HSN. Cartridge recommendations for the DX460-SMcanbefoundinthetooloperatormanual.Recommendations are guidelines only and require verification on each site.

X-EDN19 X-EDNK22 X-ENP-19

Bas

e m

ater

ial t

hick

ness

t II [in

ches

]

Bas

e m

ater

ial t

hick

ness

t II [in

ches

]




3.5.1.4 Submittal Information for Roof Deck

Design Diaphragm ShearZone _______ Support Span (ft) _______ Support Steel □ □ Capacity (plf) ________

Subst.Frame:□ X-ENP-19 Subst.Sidelap: □ Hilti SLC □ # 10 Screw □ # 12 Screw □ ExposedtoWeather □ X-EDN19/X-EDNK22 □ Button Punch □ Proprietary Punch System

Deck Type Deck Gauge Frame Type Frame Pattern Sidelap Type Sidelap Pattern Base Thickness□ B (1.5") □ 24 □ 1/2"PW □ 36 / □ 9 □ #10 Screw □ _____# Per Span □ < 3/16"□ BI (1.5") □ 22 □ 5/8"PW □ 30 / □ 7 □ #12 Screw □ _____(in.) On Center □ 3/16"□ N (3") □ 20 □ 3/4"PW □ 24 / □ 5 □ Button Punch □ 1/4"□ Other □ 18 □ #12 or #14 Screw □ __ / □ 4 □ _______(in.)TopSeamWeldLength □ 5/16" □ 16 □ Other □ 3 □ Proprietary Punch System □ 3/8" □ __ □ Other □ > 3/8"







Notes

FaxoremailcompletedformstoHiltiTechnicalSupportat(918)[email protected].

BarJoist

Str.Steel

BarJoist

Str.Steel

BarJoist

Str.Steel

Hilti Account Manager: Date:

Phone: DDAATT:

Decking Installer: Hilti Regional Field Engineer:

Contact Name (Last, First): Phone:

InstallerTrainedbyHilti: l Yes lNo,pleasescheduletraining Fax/e-mail:

Engineer of Record: Contact Name (Last, First):

Phone: Fax/e-mail:

ProjectName: ProjectZipCode:

Total Area: Deck Manufacturer:

Building Code: □ 2009 IBC □ 2006 IBC □ 2003 IBC □ Other Design Reference: □ SDI □ ICC-ES □ CSSBI □ Other

SubmittalRecipient: □ Decking Installer □ Account Manager □ Other:




3.5.1.5 Submittal Information for Floor Deck


Subst.Frame:□ X-ENP-19 Subst.Sidelap: □ Hilti SLC □ # 10 Screw □ # 12 Screw □ X-EDN19/X-EDNK22 □ Button Punch □ Proprietary Punch System

Deck Type Deck Gauge Frame Type Frame Pattern Sidelap Type Sidelap Pattern Base Thickness□ B (1.5") □ 28 □ 1/2"PW □ 36 / □ 9 □ #10 Screw □ _____ # Per Span □ < 3/16"□ BΙ(1.5") □ 26 □ 5/8"PW □ 30 / □ 7 □ #12 Screw □ _____ (in.) on Center □ 3/16"□ N (3") □ 24 □ 3/4"PW □ 24 / □ 5 □ Button Punch □ 1/4"□ 2"x12" □ 22 □ #12 or #14 Screw □ __ / □ 4 □ ____(in.)TopSeamWeldLength □ 5/16"□ 3"x12" □ 20 □ Other □ 3 □ Other □ 3/8"□ 9/16" □ 18 □ __ □ > 3/8"□ Other □ 16

□ NormalWeightConcrete . . □ 3000psi _________(Inches)ConcreteDepthAboveTopofFlute□ Lightweight Concrete. . . . . □ 3500 psi □ 4000 psi

□ Insulating Concrete . . . . . . □ 130 psi

□ PerformCalculationsbasedonShearStudsPresentinDesignDeck fastened at a 36/4patternwithstandingseamsidelapsfastenedbybuttonpunches@36"O.C.maximum. RefertoICC-ESESR-2197,Tables16-20,formoredetails.

Minimum Concrete Shear Reinforcement □ .00075bw s2 □ .00025bw s2

Minimum Average Spacing of Shear Studs □ 12" □ 18" □ 24" □ 30" □ 36"

MinimumWeldedWireFabricforTabulatedShearValues □ 6x6–W1.4xW1.4 □ 6x6–W2.0xW2.0 □ 6x6–W2.9xW2.9 □ 6x6–W4.0xW4.0 □ 4x4–W4.0xW4.0 □ 6x6–W7.5xW7.5 □ 6x6–W8.3xW8.3

Notes

FaxoremailcompletedformstoHiltiTechnicalSupportat(918)[email protected].

BarJoist

Str.Steel

Hilti Account Manager: Date:

Phone: DDAATT:

Decking Installer: Hilti Regional Field Engineer:

Contact Name (Last, First): Phone:

InstallerTrainedbyHilti: □ Yes □No,pleasescheduletraining Fax/e-mail:

Engineer of Record: Contact Name (Last, First):

Phone: Fax/e-mail:

ProjectName: ProjectZipCode:

Total Area: Deck Manufacturer:

Building Code: □ 2009 IBC □ 2006 IBC □ 2003 IBC □ Other Design Reference: □ SDI □ ICC-ES □ CSSBI □ Other

SubmittalRecipient: □ Decking Installer □ Account Manager □ Other:




6"

2.5" 1.5"

1.75" 36"

6"1.75"

1.5"

2.5" 3.5"

36"

2.75"

24"

8"

0.75

"1.75"

3"

0.5"36"

6"

1.5"

1.75"

36"

12"

7.25"

4.75"

3"

0.75

"

1"

1"

1.5" 2.5"

30"

9/16

"

Table 5- Common Steel Deck Types and Dimensions1,3

Deck Type

Common Thickness

Standard Dimensions

B 16-24 GA

BI 16-24 GA

N 16-22 GA

F 18-22 GA

Composite Deck 16-22 GA

Form Deck 24-28 GA

3.5.1.6 Fastener Quantity EstimationTable 4- Frame Fasteners per Square of Roof1,2,3

Fastener Pattern

Fastener spacing

Support Spacing, ft4.0 4.5 5.0 5.5 6.0 6.5 7.0 8.0

36/11 6" 78 69 63 59 53 50 46 4036/9 6" 61 56 50 45 43 39 36 3336/7 6" 53 48 43 39 37 34 32 2836/5 6-12-12-6 37 33 30 28 26 24 23 2036/4 12" 29 26 22 22 21 19 18 1636/3 18" 21 19 17 16 15 14 13 1230/6 6" 53 48 43 39 37 34 32 2830/4 6-18-6 34 30 28 26 24 22 21 1930/3 12-18 24 22 20 19 17 16 15 1424/5 6" 53 48 43 39 37 34 32 2824/3 6" 29 26 22 22 21 19 18 1624/4 8" 41 37 34 31 29 27 25 22

1 HiltiProfisDFDiaphragmsoftwarealsoestimatesfastenerquantities.2 Estimatedquantitiesareforonesquareofdecking.Asquareofroofdeckingisanareaof100ft2.

Noprovisionismadeforwaste.Perimeterfasteningspacingisbasedon12"on-centerassumption.3 Forinterlockingsidelaps,add15%toquantitiesintable.

Table 6- Steel Deck Gauge (GA) Inch and Millimeter Equivalent2,3

Gauge (GA)

Nominal Sheet Steel Thickness, t

in. (mm)16 0.0598 (1.52)18 0.0474 (1.21)20 0.0358 (0.91)22 0.0295 (0.76)24 0.0239 (0.61)26 0.0179 (0.45)28 0.0149 (0.38)

1 Dimensions shown are typical. However, the Structural Engineer should always consult with the steel deck manufacturer onthedimensionsforthespecificproductas they can vary depending on the manu-facturer.

2 DeckgaugeinchequivalentstakenfromSDI Diaphragm Design Manual. Millimeter equivalentstakenfromCSSBIDesignofSteel Deck Diaphragms.

3 Calculations to produce diaphragm shear tableswiththedeckprofilesandgaugesshownarepossiblewithHiltiProfisDFDiaphragm software.

3.5.1.7 Common Steel Deck Dimensions

Sidelap Fastener Estimation

Toestimatethenumberofsidelapscrewsonasteelrooforfloordeckproject,multiplythetotaldeckareainsquarefeettimesthenumberofrequiredstitchscrewsperspanandthendividebythesheetwidthtimesthejoistspacing(bothinfeet).A5%contingencyisalsorecommended for waste and loss.

Example:

Total area: . . . . . . . . 50,000squarefeet

Sheet width: . . . . . . . 36" = 3 ftJoistspacing: . . . . . . 5 ftNo. of sidelap fasteners per span: 5

# of screws needed =50,000 ft2 x5x1.05=17,5003ftx5ft




For other steel deck diaphragm conditions (e.g. deck profile, deck gauge, concrete-filled, etc.) not represented in the tables found in this section, use Hilti Profis DF Diaphragm software or reference ICC-ES ESR-2197.

Allowable loads to resist uplift forces are provided in the individual sections for each frame fastener. Reference SDI DDM03 Section 4.10 for combined tension uplift and diaphragm shear interaction.

Steel Deck Diaphragm Strength Design Equations:

, plf (Eq. 2.2-2)

, plf (Eq. 2.2-4)

, plf (Eq. 2.2-5)

Sn = least of Sne, Sni, and Snc, plf

S = c x Sn , plf

with:

where:

t = nominal steel deck thickness, in. (Reference Table 6)

w = deck width = 36 in.

N = number of fasteners per unit length across the width, ft -1

xe = xp = distance from panel centerline to any fastener in a panel at the end (xe) or purlin (xp) supports

S = nominal diaphragm shear strength, plf

<v = span, ft < = panel length = 3 x <v, ft

ne = ns = 3 x <v x 12 ÷ (sidelap connector spacing in inches)

c = correlation factor for diaphragm system effect

Reference Tables 7 and 8 for description and values of other variables for common conditions.

3.5.1.8 Diaphragm Shear and Stiffness CalculationsBackground: An extensive independent laboratory test program was conducted investigating the performance of steel deck diaphragms attached with Hilti fasteners. The program test scope consisted of full scale diaphragm system tests conducted in accordance with ICC-ES AC43, as well as comparative small element lap-joint shear tests conducted in accordance with AISI TS-5 (S905) Test Methods for Mechanically Fastened Cold-Formed Steel Connections. The resulting full scale and small element test data was analyzed and predictive equations were developed for the steel deck diaphragm system strength and stiffness using specific combinations of Hilti fasteners.

For simplicity and familiarity, the Steel Deck Institute (SDI) Diaphragm Design Manual, 3rd Edition (DDM03) method equations are used as the basis for determining the steel deck diaphragm strength and stiffness. Specific Hilti fastener strength and stiffness values and test data correlation adjustment factors were developed to provide 95% or greater accuracy with test results per ICC-ES AC43 requirements.

The resulting design information is documented in this section and in ICC-ES ESR-2776 (Hilti SLC) and ESR-2197 (Hilti #10 HWH Screw).

Design: Design equations for calculating steel deck diaphragm strength (S) and stiffness (G') or Flexibility Factor (F) with Hilti X-EDNK22 THQ12, X-EDN19 THQ12 or X-ENP-19 L15 powder-actuated frame fasteners and Hilti Sidelap Connectors (SLC) are provided. The equation numbers in parenthesis correspond to the equation numbers provided in the SDI DDM03. The design equation variables needed for common steel deck diaphragm applications are found in Tables 7 through 9. The conversion factors for Allowable Stress Design (ASD), Load Resistance Factor Design (LRFD) and Limit States Design (LSD) provided in Table 11 shall be applied to the values determined from the design equations in order to produce the final Allowable Diaphragm Shear, S

ASD or Factored Resistance Diaphragm Shear, SLRFD or SLSD, respectively. The calculated SASD, SLRFD or SLSD Diaphragm Shear values do not take into account steel deck buckling and must be checked against the appropriate buckling diaphragm shear value, Sbuckling, found in Table 12. Reference Sections 3.5.2 and 3.5.3 for pre-calculated diaphragm shear and stiffness tables for the X-EDN19/X-EDNK22 and X-ENP-19 fasteners, respectively.

The design equations and load values in this Product Technical Guide Supplement are for 36" wide, 1-1/2" deep wide rib steel deck panels (B-Deck or BI-Deck types) and are limited to the fastener patterns shown in Figure 16 and sidelap connector spacings greater than 3" and in accordance with Table 10.

Sne = Pn = (2 x α1 + 2 x α 2 + ne) x

Q f

< <

Sni = {2 x A x (λ - 1) + B} x Q f

<

B = ns x α s + 1

x [ 2 x 2 x S ( xp2 ) + 4 S ( xe

2 ) ] w2

Snc = Q f x N 2 x B2

<2 x N 2 + B 2

λ = 1- 1.5 x <v ≥ 0.7 α s =

Q s

240 x t Qf




Table 7 – Diaphragm Strength (S) and Stiffness Factor (G') Equation Variable Values

Deck Type

Fastener Pattern

α1 – end destribution

Factor

α2 – purlin destribution

Factor

Sxe2,

in.2

Sxp2,

in.2 A N, ft-1

D-Warping Constant, in.

22 GA 20 GA 18 GA 16 GA

1-1/2" Wide RibB-

Deck or BI-

Deck

36/11 3.667 3.667 1944 1944 2 3.000 1548 1164 756 54036/9 3.000 3.000 1656 1656 2 2.333 1548 1164 756 54036/7 2.000 2.000 1008 1008 1 2.000 1548 1164 756 54036/5 1.667 1.667 936 936 1 1.333 9096 6804 4464 314436/4 1.333 1.333 720 720 1 1.000 12864 9624 6312 445236/3 1.000 1.000 648 648 1 0.667 26508 19824 13008 9180

With: (Eq. 3.3-1)

(Eq. 3.3-2)

Reference Tables 7 and 9 for description and values of other variables for common conditions.

Steel Deck Diaphragm Stiffness and Flexibility Factor Design Equations:

, kips/in. (Eq. 3.3-3)

, micro-inches/lb

E = modulus of elasticity for steel = 29,500 ksi

( ) 1

α1 + α 2 + ns x Sf

Ss

C = 29,500 x t x Sf x

x < x 12

w G' =

E x t 3.78 + 0.9 x Dn + C

F = 1000

G'

Dn = D

< x 12

Table 8 – Diaphragm Strength (S) Equation Variable Values

ConfigurationDeck Gauge (inches)

22 (0.0295)

20 (0.0358)

18 (0.0474)

16 (0.0598)3

Deck Type

Min. Deck Tensile (Yield) Strength, ksi

Frame Fastener Base Material Thickness, in.

Sidelap Connector1,2

Qf, lb Qs, lb Qf, lb Qs, lb Qf, lb Qs, lb Qf, lb Qs, lbCorrelation

Factor, cCorrelation



Factor, c

B

45 (33)

X-EDNK22 1/8≤tf < 3/16

Hilti SLC

1357 844 1824 1260 1865 1701 – –1.155 1.172 1.203 –

X-EDNK22 3/16≤tf≤1/4

Hilti SLC

1590 844 2107 1260 2663 1701 3035 20241.121 1.102 1.066 1.028

X-EDN19 3/16≤tf≤3/8

Hilti SLC

1590 844 2107 1260 2663 1701 3035 20241.121 1.102 1.066 1.028

X-ENP-19 tf≥1/4

Hilti SLC

1597 844 2112 1260 2764 1701 3079 20241.257 1.204 1.106 1.000

92 (80)

X-EDNK22 1/8≤tf < 3/16

Hilti SLC

1357 844 1824 1260 1865 1701 – –1.155 1.172 1.203 –

X-EDNK22 3/16≤tf≤1/4

Hilti SLC

1941 954 2208 1341 2698 1859 3095 23431.052 1.054 1.058 1.062

X-EDN19 3/16≤tf≤3/8

Hilti SLC

1941 954 2208 1341 2698 1859 3095 23431.052 1.054 1.058 1.062

X-ENP-19 tf≥1/4

Hilti SLC

1964 954 2165 1341 3022 1859 3577 23431.197 1.166 1.108 1.046

BI 45 (33)

X-EDNK22 1/8≤tf < 3/16

Hilti SLC

1357 844 1712 1111 1865 1591 – –1.155 1.172 1.203 –

X-EDNK22 3/16≤tf≤1/4

Hilti SLC

1516 882 1712 1111 2450 1591 2553 20511.284 1.233 1.140 1.040

X-EDN19 3/16≤tf≤3/8

Hilti SLC

1516 882 1712 1111 2450 1591 2553 20511.284 1.233 1.140 1.040

B or BI

45 to 92 (33 to 80)

X-EDNK22 or X-EDN19 1/8≤tf≤3/8

Hilti #10 HWHScrew

1489 633 1795 769 2348 1018 2924 1284

1.000 1.000 1.000 1.000

X-ENP-19 tf≥1/4

Hilti #10 HWHScrew

1603 633 1933 769 2529 1018 3149 12841.000 1.000 1.000 1.000

1 Sidelap connector spacing must meet the requirements of Table 10.

2 Reference Table 3 and Section 3.5.4 for more information on the proper selection of Hilti Sidelap Connectors (SLC).

3 For 16 gauge deck, tabulated Qf, Qs and c values for X-EDNK22 and X-EDN19 and Hilti SLC fasteners valid only for spans greater than 7'-6". For spans less than 7'-6", use Qf = 2924 lb, Qs = 1452 lb and c=1.000.




Table 9 – Diaphragm Stiffness (G') and Flexibility Factor (F) Equation Variable Values

ConfigurationDeck Gauge (inches)

22 (0.0295)

20 (0.0358)

18 (0.0474)

16 (0.0598)3

Deck Type

Min. Deck Tensile (Yield) Strength, ksi

Frame Fastener

Sidelap Connector1

Sf, in./kip Sf, in./kip Sf, in./kip Sf, in./kip

Ss, in./kip Ss, in./kip Ss, in./kip Ss, in./kip

B or BI

45 to 92 (33 to 80)

X-EDNK22 or X-EDN19

Hilti SLC or Hilti#10HWHScrew

0.0073 0.0066 0.0057 0.00510.0175 0.0159 0.0138 0.0123

X-ENP-19 Hilti SLC or Hilti#10HWHScrew

0.0044 0.0040 0.0034 0.00300.0175 0.0159 0.0138 0.0123

1ReferenceTable3andSection3.5.4formoreinformationontheproperselectionofHiltiSidelapConnectors(SLC).

Table 10 – Minimum Recommended Sidelap Connector Spacing (Inches Center-to-Center) for B-Deck or BI-Deck Type with Tensile Strength (fu) Ranging from 45 to 92 ksi

Frame Fastener Base Material Thickness, in.

Deck Gauge

Frame Fastener Pattern36/3 36/4 36/5 36/7 36/9 36/11

SLC1 #10 SLC1 #10 SLC1 #10 SLC1 #10 SLC1 #10 SLC1 #10

X-EDNK22 1/8≤tf < 3/16

22

– –≥12 ≥6 ≥12 ≥6 ≥6 ≥3 ≥6 ≥3 ≥6 ≥320

1816 – – – – – – – – – –

X-EDNK22 3/16≤tf≤1/4

22 ≥12 ≥3 ≥6 ≥3 ≥6 ≥3 ≥3 ≥3 ≥3 ≥3 ≥3 ≥320

– –≥12 ≥3 ≥12 ≥3 ≥6 ≥3 ≥6 ≥3 ≥6 ≥3

18 ≥18 ≥6 ≥18 ≥6 ≥12 ≥6 ≥12 ≥6 ≥12 ≥616 – – – – ≥18 ≥12 ≥18 ≥12 ≥12 ≥12

X-EDN19 3/16≤tf≤3/8

22 ≥12 ≥3 ≥6 ≥3 ≥6 ≥3 ≥3 ≥3 ≥3 ≥3 ≥3 ≥320

– –≥12 ≥3 ≥12 ≥3 ≥6 ≥3 ≥6 ≥3 ≥6 ≥3

18 ≥18 ≥6 ≥18 ≥6 ≥12 ≥6 ≥12 ≥6 ≥12 ≥616 – – – – ≥18 ≥12 ≥18 ≥12 ≥12 ≥12

X-ENP-19 tf≥1/4

22

≥6 ≥3 ≥6 ≥3 ≥6 ≥3 ≥3 ≥3 ≥3 ≥3 ≥3 ≥3201816

1HiltiSLCspacingslessthanthosetabulatedmaybeused.Thetabulatedspacingshouldbeusedinthecalculationofdiaphragmshearstrengthwhenusingthe Qf, QsandcvaluesfromTable8.Alternatively,onlywhentheSLCspacingsarelessthanthosetabulated,theQf, QsandcvaluesfoundinTable8canbereplacedbythefollowingvalues.

X-EDNK22THQ12orX-EDN19THQ12–Alldecktypes,strengthsandbasesteelthicknesseslistedinTable8

22 Gauge (0.0295 in.)- Qf=1489lb,Qs=716lb,c=1.00020 Gauge (0.0358 in.)- Qf=1795lb,Qs=869lb,c=1.00018 Gauge (0.0474 in.)- Qf=2348lb,Qs=1151lb,c=1.000

X-ENP-19L15–Alldecktypes,strengthsandbasesteelthicknesseslistedinTable8

22 Gauge (0.0295 in.)- Qf=1603lb,Qs=716lb,c=1.00020 Gauge (0.0358 in.)- Qf=1933lb,Qs=869lb,c=1.00018 Gauge (0.0474 in.)- Qf=2529lb,Qs=1151lb,c=1.000




Table 11 – Conversion Factors for Allowable Stress Design (ASD), Load Resistance Factor Design (LRFD) and Limit States Design (LSD)

Design Method

ForMultiply Calculated Diaphragm

Shear Strength By1,2

ASD

Diaphragmsmechanicallyconnectedtothestructuresubjectedto earthquakeloadsorloadcombinationswhichincludeearthquakeloads 0.400

Diaphragmsmechanicallyconnectedtothestructuresubjected towindloadsorloadcombinationswhichincludewindloads 0.426

Diaphragms mechanically connected to the structuresubjecttoallotherloadcombinations 0.400

LRFD


Diaphragmsmechanicallyconnectedtothestructuresubjectedto windloadsorloadcombinationswhichincludewindloads 0.700


LSD


Diaphragmsmechanicallyconnectedtothestructuresubjected towindloadsorloadcombinationswhichincludewindloads 0.650


1 ConversionfactorsdeterminedfromTableD5,NorthAmericanSpecificationfortheDesignofCold-FormedSteelStructuralMembers,2007Edition.

2 DiaphragmcapacitiesshouldbelimitedtotherespectiveASD,LRFDandLSDbucklingdiaphragmshearcapacitiesfoundinTable12.

Table 12- ASD and LRFD Diaphragm Shears (plf) and LSD Diaphragm Shears (N/mm) for Buckling, Sbuckling1,2

Steel Deck Type

Deck Gauge

Moment of Inertia, I mm4/mm

Span, <v (ft-in.)

3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0"ASD (PLF)

Standard 1-1/2-Inch Deep Flutes, 6-Inches Center-

to-Center

22 0.152 8444 4750 3040 2111 1551 1188 938 760 628 52820 0.198 11000 6188 3960 2750 2020 1547 1222 990 818 68818 0.284 15778 8875 5680 3944 2898 2219 1753 1420 1174 98616 0.355 19720 11094 7100 4931 3622 2773 2191 1775 1467 1233

LRFD (PLF)


to-Center

22 0.152 13511 7600 4864 3378 2482 1900 1501 1216 1005 844

20 0.198 17600 9900 6336 4400 3233 2475 1956 1584 1309 1100

18 0.284 25244 14200 9088 6311 4637 3550 2805 2272 1878 1578

16 0.355 31556 17750 11360 7889 5796 4438 3506 2840 2347 1972

Steel Deck Type

Deck Gauge

Moment of Inertia, I mm4/mm

Span, <v (mm)

900 1200 1500 1800 2100 2400 2700 3000 3300 3600LSD (N/mm)


to-Center

22 208 192.6 108.3 69.3 48.1 35.4 27.1 21.4 17.3 14.3 12.020 270 250.0 140.6 90.0 62.5 45.9 35.2 27.8 22.5 18.6 15.618 388 359.3 202.1 129.3 89.8 66.0 50.5 39.9 32.3 26.7 22.516 485 449.1 252.6 161.7 112.3 82.5 63.2 49.9 40.4 33.4 28.1

1 Loadvaluesbaseduponasafetyfactor(Ω) of 2.00 for ASD, a phi factor (Φ) of 0.80 for LRFD or a phi factor (Φ) of 0.75 for LSD.

2 DiaphragmshearsinthistableareforsteeldeckbucklingfailuremodeonlyandaretobeusedasprescribedinSection3.5.1.8.Ifdesignconditionisnot tabulated,diaphragmshearsforbucklingmaybecalculatedusingthefollowingequations:

For ASD, Sbuckling = (Ix106/(<v)2) / 2.0 , plf

For LRFD, Sbuckling = (Ix106/(<v)2)x0.8,plf

For LSD, Sbuckling = (Ix106/(<v)2)x0.75,N/mm




Figure 16- Common Frame Fastener Patterns

Figure 17- Typical Frame, Endlap and Sidelap Connections

Note1:NestableB-Deckshown.InterlockingBI-DeckwithscrewablesidelapisalsocoveredbytheequationsdiscussedinSection3.5.1.8.

Note2:Barjoistshown.ConnectiontostructuralsteelmembersalsocoveredbytheequationsdiscussedinSection3.5.1.8.

Pattern 36/3

Pattern 36/5

Pattern 36/9

17a. Powder-Actuated Fastener attachment of steel deck to frame

17d.SidelapConnectorwithscrewableBI-Deck17c. Sidelap Connector with B-Deck

Pattern 36/4

Pattern 36/7

Pattern 36/11

2" min. HiltiFastener

Referto Note

17b.SteelDeckEndlapCondition

Note: Some patterns mayrequiretwofastenersinoneflute.Fastenersmaybeinstalled on either side of the structural steel beamorbarjoist.




Hilti SLC

Design Problem:

DetermineAllowableDiaphragmShear Strength (SASD) andStiffness (G') for the given steel deck diaphragm.

Design Parameters:

LoadType:WindDesign Method: ASDSpan: 6'-0"Deck: 20 GA. 1-1/2" B-Deck (fu≥45ksi)BaseSteel:BarJoistwith1/4" Top ChordFrame Fastener Pattern: 36/7Sidelap Fastener Spacing: 12" O.C.Frame Fastener: X-EDN19 THQ12Sidelap Fastener: Hilti SLC

6"36" 1-1/2"1-1/2"

X-EDN19 THQ12

Example Problem

Calculation StepsSDI

DDM03 Ref.

HNA Technical

GuideStep 1:CalculateNominalDiaphragmShearStrengthLimitedbyEdgeFasteners:

Thiscalculationisnotrequiredwhenthenumberofedgeconnectors(ne)equalsthenumberofsidelapfasteners (ns). In these cases, Sne does not limit diaphragm shear strength.

Eq. 2.2-2

Sec. 3.5.1.8

Step 2:CalculateNominalDiaphragmShearStrengthLimitedbyInteriorPanelFasteners:

with:

where:

Eq. 2.2.3

Sec. 3.5.1.8

and Tables 7 & 8

Step 3:CalculateNominalDiaphragmShearStrengthLimitedbyCornerFasteners:

Eq. 2.2-5

Sec. 3.5.1.8

and Tables 7 & 8

Step 4: Apply Correlation Factor, c, to determine Correlated Nominal Diaphragm Shear StrengthS=cxSn=1.102x1,798=1,981plfwhere:Sn = least of Sne, Sni and Snc = Snc = 1,798 plf

Sec. 3.5.1.8

and Table8

Step 5:ApplyAppropriateConversionFactortoDetermineAllowableDiaphragmStrengthSASD (wind)=SxConversionFactor=1,981x0.426=844plf

Sec. 2.4 Table11

Step 6: Check to See if Steel Deck Buckling Controls Sbuckling(ASD) = 2750 plf > SASD (wind) therefore, SASD (wind) = 844 plf Table12

α s = Qs =

1260 = 0.598

Qf 2107

Sni={2xAx(λ- 1)+B}xQf={2x1x(0.802-1)+16.99}x

2107 = 1,942 plf

< 18

B = nsxα s + 1 x[2x2xS ( xp

2 ) + 4 S ( xe2 )]=18x0.598+

[2x2x1008+4x1008] = 16.99

w2 362

ns = ne = 3x<vx12=

3x6x12 = 18

Sidelap Spacing 12

λ = 1- 1.5x<v = 1-

1.5x6=0.802≥0.7

240x t 240 x 0.0358

Snc = QfxN2xB2

=2107x2.002x16.992

= 1,798 plf <2xN 2 + B2 182x2.002 + 16.992




Calculation StepsSDI

DDM03 Ref.

HNA Technical

GuideStep 7: Calculate Diaphragm Stiffness:

where:

Eq. 3.3-3

Sec. 3.5.1.8

and Tables 7 & 9

Note:Hilti’sProfisDFDiaphragmsoftwareprovidesfullcalculationsfordiaphragmshearandstiffnesswhendesired.

F = 1000

= 1000

=11.6micro-inches/lb G' 85.99

C =29,500x0.0358x0.0066

x

x18x12=3.65 36

Dn = D

= 1164

= 5.39 < x1218x12

( ) 1

2+2+18x0.0066

0.0159

G' = Ext

= 29,500x0.0358

=86kips/in.3.78+0.9xDn+C3.78+0.9x5.39+3.65

C =ExtxSfx

x<x12

w ( ) 1

α1 + α 2 + nsxSf

Ss

Hilti is a leading manufacturer of direct fastening systems for steelandmetalapplications.AsamemberoftheSteelDeckInstitute (SDI), Hilti participates in and supports steel deck industryresearchatleadinguniversitiesandtestlabs.RecentresearchprojectswithHiltidirectfasteningsystemshaveincluded inelastic seismic deck diaphragms and deep deck / cellular deck diaphragms.

Independenttestsarethebestguidetoproductperformanceandreliability,aphilosophytowhichHiltiandtheSDIsubscribe.Thesupportforongoingresearchprogramsisindicatedbythenumberandscopeoftestsalreadyperformedandbythepolicyofsponsoringnewtestswhennew products or applications are introduced. Hilti provides direct fastening system performance data, ICC-ES Evaluation ServiceReports,designsoftware,fireratingsandloadtestresults for Hilti direct fastening systems used in steel deck applications.

Diaphragm data is calculated in accordance with SDI DiaphragmDesignequationsusingspecificHiltifastenerstrengthandstiffnessvalueswithdatacorrelationadjustmentfactorsinaccordancewithICC-ESAC43requirements.




3.5.1.9 How to Use Diaphragm Shear TablesGeneral: The following Product Technical Guide Sections 3.5.2 to 3.5.5 provide Hilti fastener product technical data sheets and pre-calculated diaphragm shear and stiffness tablesusingthedesignequationsprovidedinSection3.5.1.8.Pre-calculateddiaphragmshearandstiffnesstablesareprovided in two formats.

TablesinSections3.5.2and3.5.3areinatraditionaldesignformat with diaphragm shear and stiffness values within the table.

TablesinSection3.5.5areinaHiltialternativeformatwithcost optimized Hilti frame fastener patterns, Hilti sidelap connector (SLC) spacings and deck gauge for a given diaphragm shear load demand. This alternative format providesameansforquickreferenceinordertodeterminecostoptimizedequivalentfasteningsolutionsbasedondiaphragm shear load only.

In all cases, diaphragm shear values determined using either tableformatareconsistent.

Thesetablesdonottakeintoaccountotherdesignfactors,suchasgravityorwindupliftloads.TheserequirementsshouldbecheckedseparatelybytheStructuralEngineer.

Traditional Diaphragm Shear Tables: Sections 3.5.2 and 3.5.3providetablesinaformatsimilartothosepublishedinthe SDI DDM03, CSSBI and most steel deck manufacturers' catalogs.

AsshowninFigure18,thesediaphragmsheartablesaregenerally created with span across the heading and sidelap spacing along the left margin or column. Along with other designvariablessuchasdeckgaugeandfastenerpattern,thetablesarepopulatedwiththecorrespondingdiaphragmshearand stiffness values.

The Structural Engineer searches through the various combinationsuntiladiaphragmshearandstiffnessfactorisfoundthatmeetthedesignrequirements.

Optimized Diaphragm Shear Tables: Section 3.5.5 provides tablesinanalternativeformatthathelpsaStructuralEngineertoquicklyselectacostoptimizedHiltiframefastenerpattern,Hilti sidelap connector (SLC) spacing and deck gauge combinationtosatisfythediaphragmshearloadrequirementfoundintheleftcolumnofthetable(ReferenceFigure19).Thesetablesarebasedondiaphragmshearcapacityonly,diaphragmstiffnessmustbeverifiedseparately.

Figure18-ExcerptofTraditionalDiaphragmShearandStiffnessFactorTable

1.2 Deck Fasteners for Attachment to Bar Joist



Allowable Stress Design (ASD) - Allowable Diaphragm Shears, SASD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36/9 or 36/7 End and Interior Support Fastener Patterns1,2,3,4

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 3/16" to 3/8". For attachment to base steel thicknesses less than 3/16", diaphragm shear values for the X-EDNK22 fasteners should be calculated in accordance with Section 1.1.8 of this Product Technical Guide Supplement.

2 Tabulated ASD diaphragm shear loads are calculated with a safety factor (Ω) of 2.35 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply values in table by 2.35 and divide by a safety factor (Ω) of 2.50. Panel buckling has been checked.

3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors.

4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 1.1.8 to determine diaphragm shear strengths and stiffness factors directly.

5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12)/(SS, in.). Round up to the next whole sidelap connector.

6 For 18 gauge deck use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 1.4.

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

Sidelap

Span (ft - in.) Gage

Spacing

Factor

4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"

Hilti SLC5,6 Fasteners Per Sheet To Support

9 7 9 7 9 7 9 7 9 7 9 7 9 7

36" o.c. SASD 715 499 612 431 529 378 467 341 421 313 388 292 363 277

G' 51.9 48.5 56.4 52.0 59.2 54.1 60.9 55.4 62.1 56.2 62.5 56.5 62.9 56.5

24" o.c. SASD 765 554 666 489 596 444 534 408 488 380 455 360 430 344

G' 52.9 50.2 58.1 54.5 61.6 57.5 64.1 59.6 65.8 61.0 67.1 62.1 68.0 62.9

22

18" o.c. SASD 813 607 719 545 651 501 601 469 555 445 522 426 497 410

G' 53.8 51.5 59.5 56.5 63.7 60.2 66.7 62.9 69.0 64.9 70.9 66.7 71.9 68.0

12" o.c. SASD 903 706 817 649 755 610 708 580 672 558 643 540 620 526

G' 55.2 53.5 61.7 59.6 66.7 64.3 70.7 68.1 74.1 70.9 76.3 73.5 78.7 75.8

6" o.c. SASD 1123 941 1060 902 1014 874 980 853 952 837 931 824 760 760

G' 57.9 57.0 65.8 64.8 72.3 71.2 77.7 76.5 82.6 81.3 86.2 84.7 90.1 88.5

36" o.c. SASD 948 668 815 581 715 517 635 468 575 432 528 403 495 383

G' 71.9 66.1 75.9 68.9 77.9 70.1 78.7 70.4 78.8 70.3 78.7 69.9 78.1 69.4

24" o.c. SASD 1021 749 894 665 804 607 734 564 673 530 627 502 593 481

G' 73.7 68.8 78.7 72.9 81.7 75.3 83.5 76.7 84.5 77.5 84.7 78.1 85.5 78.1

20

18" o.c. SASD 1090 825 970 745 883 690 819 649 769 618 725 594 692 574

G' 75.2 70.9 81.3 76.3 84.7 79.4 87.7 82.0 89.3 83.3 90.9 84.7 91.7 85.5

12" o.c. SASD 1218 964 1110 894 1032 844 973 808 927 779 891 757 861 739

G' 77.7 74.6 84.8 81.2 90.0 86.1 93.9 89.7 96.8 92.6 99.0 95.2 101.0 97.1

6" o.c. SASD 1522 1288 1447 1241 1392 1208 1350 1183 1317 1164 1222 1149 990 990

G' 82.5 80.9 91.9 90.2 99.4 97.5 105.4 103.4 110.4 108.4 114.9 112.4 117.6 116.3

36" o.c. SASD 1171 831 1010 724 895 651 800 593 726 548 669 513 623 485

G' 109.9 99.0 111.5 98.7 110.9 97.4 109.3 95.7 107.3 93.8 105.2 91.7 103.1 90.1

24" o.c. SASD 1266 935 1112 833 1003 763 921 712 855 672 798 641 752 614

G' 113.6 104.2 116.8 105.9 117.7 106.3 117.5 106.0 116.6 105.3 115.5 104.4 114.9 103.1

18

18" o.c. SASD 1355 1033 1210 937 1106 870 1028 821 968 784 920 754 881 730

G' 117.6 108.7 122.0 112.4 123.5 113.6 125.0 114.9 125.0 114.9 125.0 114.9 123.5 114.9

12" o.c. SASD 1519 1211 1390 1127 1296 1068 1226 1024 1171 991 1128 964 1092 942

G' 122.0 116.3 128.9 121.7 133.1 125.7 135.8 128.3 137.6 130.2 138.8 131.6 138.9 133.3

6" o.c. SASD 1519 1211 1390 1145 1296 1106 1243 1077 1205 1054 1175 1037 1150 1022

G' 133.3 129.9 143.6 139.9 151.5 147.6 157.5 153.6 162.2 158.4 166.0 162.4 169.5 166.7

Figure19-ExcerptofOptimizedDiaphragmShearTable

Optimized Diaphragm Shear Tables 1.5



Span = 4'-0''

Allowable Recommended Hilti Powder-Actuated Frame Fastener Pattern - Sidelap Spacing Hilti SLC (in. o.c.)* Diaphragm Design Strength, plf* X-ENP-19 with tf ≥ 1/4" X-EDN19* with 3/16" ≤ tf ≤ 3/8" X-EDNK22 with 1/8" ≤ tf < 3/16"

SASD SASD

(seismic) (wind) 22 ga. 20 ga. 18 ga. 16 ga. 22 ga. 20 ga. 18 ga. 22 ga. 20 ga. 18 ga.

272 289 36/3 -48 36/3 -48 36/3 -48 36/3 -48 36/3 -48 36/4 -48 36/4 -48 36/4 -48 36/4 -48 36/4 -48 291 309 36/3 -48 36/3 -48 36/3 -48 36/3 -48 36/3 -30 36/4 -48 36/4 -48 36/4 -48 36/4 -48 36/4 -48 311 331 36/3 -42 36/3 -48 36/3 -48 36/3 -48 36/3 -24 36/4 -48 36/4 -48 36/4 -36 36/4 -48 36/4 -48 333 354 36/3 -30 36/3 -48 36/3 -48 36/3 -48 36/3 -18 36/4 -48 36/4 -48 36/4 -24 36/4 -48 36/4 -48 356 379 36/3 -24 36/3 -48 36/3 -48 36/3 -48 36/4 -30 36/4 -48 36/4 -48 36/4 -20 36/4 -48 36/4 -48 381 406 36/3 -18 36/3 -48 36/3 -48 36/3 -48 36/4 -24 36/4 -48 36/4 -48 36/4 -18 36/4 -48 36/4 -48 408 434 36/3 -14 36/3 -42 36/3 -48 36/3 -48 36/4 -18 36/4 -48 36/4 -48 36/4 -14 36/4 -48 36/4 -48 437 464 36/4 -20 36/3 -30 36/3 -48 36/3 -48 36/4 -14 36/4 -42 36/4 -48 36/4 -12 36/4 -36 36/4 -48 467 497 36/4 -18 36/3 -20 36/3 -48 36/3 -48 36/4 -12 36/4 -30 36/4 -48 36/5 -16 36/4 -24 36/4 -42 500 532 36/4 -14 36/3 -18 36/3 -36 36/3 -42 36/5 -18 36/4 -24 36/4 -48 36/5 -14 36/4 -20 36/4 -36 535 569 36/4 -12 36/4 -24 36/3 -24 36/3 -30 36/5 -14 36/4 -20 36/4 -42 36/9 -48 36/4 -18 36/4 -24 572 609 36/5 -16 36/4 -20 36/3 -20 36/3 -24 36/5 -12 36/4 -16 36/4 -30 36/9 -48 36/4 -14 36/4 -20 612 651 36/5 -14 36/4 -18 36/3 -16 36/3 -18 36/9 -48 36/4 -14 36/4 -24 36/9 -30 36/4 -12 36/4 -18 655 697 36/5 -10 36/4 -14 36/4 -24 36/3 -14 36/5 -8 36/5 -20 36/4 -20 36/9 -20 36/5 -18 36/4 -14 701 746 36/5 -8 36/4 -12 36/4 -20 36/4 -24 36/9 -24 36/5 -16 36/4 -18 36/9 -16 36/5 -14 36/4 -12 750 798 36/5 -7 36/5 -16 36/4 -18 36/4 -18 36/9 -18 36/5 -12 36/5 -24 36/9 -12 36/5 -12 36/5 -18 802 854 36/9 -24 36/5 -14 36/4 -14 36/4 -16 36/9 -14 36/9 -48 36/5 -20 36/9 -10 36/9 -42 36/5 -14 859 914 36/9 -18 36/5 -10 36/5 -20 36/4 -12 36/9 -10 36/9 -42 36/9 -48 36/9 -8 36/9 -30 36/5 -12 919 977 36/9 -12 36/5 -8 36/5 -16 36/5 -18 36/9 -8 36/9 -24 36/7 -20 36/9 -7 36/9 -20 36/7 -16 983 1046 36/9 -10 36/5 -7 36/5 -14 36/5 -14 36/9 -7 36/9 -20 36/9 -48 36/11-8 36/9 -16 36/9 -24 1052 1119 36/9 -8 36/5 -6 36/5 -10 36/5 -12 36/9 -6 36/9 -16 36/9 -48 36/11-7 36/9 -12 36/9 -20 1126 1197 36/9 -7 36/9 -16 36/5 -8 36/5 -10 36/11-7 36/9 -12 36/9 -30 36/11-6 36/9 -10 36/7 -10 1204 1281 36/9 -5 36/9 -12 36/5 -7 36/5 -8 36/11-6 36/9 -10 36/9 -20 36/9 -8 36/9 -12 1289 1371 36/11-7 36/9 -10 36/9 -20 36/9 -24 36/11-5 36/9 -8 36/11-30 36/9 -7 36/9 -10 1379 1467 36/11-5 36/9 -8 36/9 -16 36/9 -18 36/11-4 36/9 -6 36/11-20 36/9 -6 36/9 -8 1475 1570 36/11-4 36/9 -7 36/9 -12 36/9 -14 36/11-3 36/11-8 36/11-16 36/11-7 36/9 -7 1689 1797 36/11-3 36/11-7 36/9 -8 36/9 -8 36/11-7 1934 2057 36/11-4 36/9 -5 36/9 -6 2214 2355 36/11-3 36/11-5 36/11-6 2535 2697 36/11-3 36/11-4

* Please refer to footnotes listed at the end of this section

Span = 4'-6''

Allowable Recommended Hilti Powder-Actuated Frame Fastener Pattern - Sidelap Spacing Hilti SLC (in. o.c.)* Diaphragm Design Strength, plf* X-ENP-19 with tf ≥ 1/4" X-EDN19* with 3/16" ≤ tf ≤ 3/8" X-EDNK22 with 1/8" ≤ tf < 3/16"

SASD SASD

(seismic) (wind) 22 ga. 20 ga. 18 ga. 16 ga. 22 ga. 20 ga. 18 ga. 22 ga. 20 ga. 18 ga.

254 270 36/3 -54 36/3 -54 36/3 -54 36/3 -54 36/3 -48 36/4 -54 36/4 -54 36/4 -54 36/4 -54 36/4 -54 272 289 36/3 -54 36/3 -54 36/3 -54 36/3 -54 36/3 -36 36/4 -54 36/4 -54 36/4 -48 36/4 -54 36/4 -54 291 309 36/3 -42 36/3 -54 36/3 -54 36/3 -54 36/3 -24 36/4 -54 36/4 -54 36/4 -36 36/4 -54 36/4 -54 311 331 36/3 -30 36/3 -54 36/3 -54 36/3 -54 36/3 -20 36/4 -54 36/4 -54 36/4 -30 36/4 -54 36/4 -54 333 354 36/3 -24 36/3 -54 36/3 -54 36/3 -54 36/3 -16 36/4 -54 36/4 -54 36/4 -24 36/4 -54 36/4 -54 356 379 36/3 -20 36/3 -54 36/3 -54 36/3 -54 36/4 -24 36/4 -54 36/4 -54 36/4 -20 36/4 -54 36/4 -54 381 406 36/3 -16 36/3 -42 36/3 -54 36/3 -54 36/4 -20 36/4 -48 36/4 -54 36/4 -16 36/4 -48 36/4 -54 408 434 36/4 -24 36/3 -30 36/3 -54 36/3 -54 36/4 -16 36/4 -42 36/4 -54 36/4 -14 36/4 -36 36/4 -54 437 464 36/4 -18 36/3 -24 36/3 -54 36/3 -54 36/4 -14 36/4 -30 36/4 -54 36/5 -18 36/4 -30 36/4 -48 467 497 36/4 -16 36/3 -20 36/3 -42 36/3 -42 36/5 -18 36/4 -24 36/4 -54 36/5 -14 36/4 -24 36/4 -36 500 532 36/4 -12 36/3 -16 36/3 -30 36/3 -36 36/5 -16 36/4 -20 36/4 -42 36/5 -12 36/4 -20 36/4 -30 535 569 36/5 -18 36/4 -24 36/3 -24 36/3 -24 36/5 -12 36/4 -18 36/4 -36 36/9 -42 36/4 -16 36/4 -24 572 609 36/5 -14 36/4 -20 36/3 -20 36/3 -20 36/5 -10 36/4 -14 36/4 -30 36/9 -30 36/4 -14 36/4 -20 612 651 36/5 -12 36/4 -16 36/3 -14 36/3 -16 36/9 -36 36/4 -12 36/4 -24 36/9 -20 36/5 -18 36/4 -18 655 697 36/5 -10 36/4 -12 36/4 -24 36/4 -24 36/9 -24 36/5 -16 36/4 -20 36/9 -18 36/5 -16 36/4 -14 701 746 36/5 -8 36/5 -18 36/4 -18 36/4 -20 36/9 -18 36/5 -14 36/5 -24 36/9 -14 36/5 -12 36/5 -20 750 798 36/5 -7 36/5 -14 36/4 -16 36/4 -18 36/9 -14 36/5 -12 36/5 -20 36/9 -10 36/9 -42 36/5 -16 802 854 36/9 -18 36/5 -12 36/4 -12 36/4 -14 36/9 -12 36/9 -36 36/5 -18 36/9 -8 36/9 -30 36/5 -14 859 914 36/9 -14 36/5 -10 36/5 -18 36/4 -12 36/9 -8 36/9 -24 36/9 -54 36/9 -7 36/9 -20 36/9 -36 919 977 36/9 -10 36/5 -8 36/5 -14 36/5 -16 36/9 -8 36/9 -20 36/9 -54 36/9 -6 36/9 -18 36/7 -14 983 1046 36/9 -8 36/5 -7 36/5 -12 36/5 -12 36/9 -6 36/9 -16 36/9 -42 36/11-7 36/9 -14 36/7 -12 1052 1119 36/9 -7 36/9 -18 36/5 -10 36/5 -10 36/9 -5 36/9 -12 36/9 -30 36/11-6 36/9 -12 36/9 -18 1126 1197 36/9 -6 36/9 -14 36/5 -8 36/5 -8 36/11-6 36/9 -10 36/9 -20 36/9 -8 36/9 -14 1204 1281 36/9 -5 36/9 -10 36/5 -7 36/5 -7 36/11-5 36/9 -8 36/11-30 36/9 -8 36/9 -12 1289 1371 36/11-6 36/9 -8 36/9 -16 36/9 -18 36/11-4 36/9 -7 36/11-20 36/9 -6 36/9 -10 1379 1467 36/11-5 36/9 -7 36/9 -12 36/9 -14 36/11-3 36/9 -6 36/11-16 36/11-8 36/9 -8 1579 1679 36/11-3 36/9 -5 36/9 -8 36/9 -10 36/11-6 36/11-8 1807 1923 36/11-5 36/9 -6 36/9 -6 2069 2201 36/11-3 36/11-6 36/11-6 2369 2520 36/11-4 36/11-4

* Please refer to footnotes listed at the end of this section


Deck Fasteners for Attachment to Bar Joist 3.5.2



3.5.2.2 MaterialSpecifications



Approvals/ListingsICC-ES (International Code Council) ESR-2776, ESR-2197, ESR-2199, ESR-1116, ESR-1735P, ESR-1414COLA (City of Los Angeles) RR 25877, RR 25296FM (Factory Mutual) For attaching Class 1 Steel Roof Decks with 1-60 and 1-90 wind uplift ratings. Listed for higher wind uplift ratings with FM Approved Lightweight Insulating ConcreteRoofDeckAssemblies. RefertoFMRoofNavforspecificassemblylistings.UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (upliftandfireclassification)

X-EDNK22 THQ12M

X-EDN19 THQ12M

3.5.2.1 Product DescriptionTheHiltibarjoistdeckfasteningsystemconsists of powder-actuated tools which are primarily used with the following fasteners: the X-EDN19 THQ12 and the X-EDNK22THQ12,whichareavailablein a collated version.

Formanybarjoistdeckingprojects,thetoolofchoicewillbetheDX860HSNtool. This self-contained stand up deckingtoolispoweredby0.27calibershort cartridges, which are loaded into the tool in strips of 40. The cartridges drive the X-EDN19 THQ12M or X-EDNK22 THQ12M fasteners into almostanytypeofsteeldeckprofile

andbasesteelthicknessesof1/8" to 3/8".Thesefastenersareavailablein collated strips of 10. Four of these strips are loaded into the DX 860-HSN tool, along with the cartridge strip, and enabletheoperatortofastenatarateofupto1,000qualityfasteningsperhour. Additionally, this tool offers punch through resistance in cases where the basematerialisinadvertentlymissed.

Other tools include the hand held DX 460-SM, a semi-automatic magazine toolforuseonsmallerjobsorintandemwith the DX 860-HSN.



Fastener Plating

Nominal Fastener Hardness

X-EDN 19 THQ12 CarbonSteel 5µmZinc1 55 HRCX-EDNK22 THQ 12 CarbonSteel 5µmZinc1 55 HRC


3.5.2.3 Technical DataAllowable Pullout Loads for Attachments to Steel Base Material lb (kN)1, 2, 3,4

FastenerBase Material Thickness (in.)

1/8 3/16 1/4 3/8X-EDN19 THQ12 – 340 (1.52) 440 (1.97) 540 (2.42)

X-EDNK22 THQ12 435 (1.95) 520 (2.33) 520 (2.33) –

1 These values represent testing performed in ASTM A 36 plate steel.2 Based upon 1/2" point penetration.3 Thevaluesmustbecomparedwithallowabletensilepullovervalues.4 Allowablevaluesbasedonsafetyfactorof5.0.

Allowable Pullover and Shear Bearing Loads for Attaching Steel Deck 3,4,5

Fastener

Steel Deck Gauge (in.)16 (0.0598) 18 (0.0474) 20 (0.0358) 22 (0.0295) 24 (0.0239) 26 (0.0179)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

X-EDN19 THQ121 725 975 575 785 435 600 355 500 325 410 235 310X-EDNK22 THQ122 (3.19) (4.29) (2.53) (3.45) (1.91) (2.64) (1.56) (2.20) (1.43) (1.80) (1.03) (1.36)

1 Forbasesteelthickness3/16" (5 mm) to 3/8" (10 mm).2 Forbasesteelthickness1/8" (3 mm) to 1/4" (6 mm).3 Allowablevaluesarebasedonasafetyfactorof3.0.4 For alternate pullover capacities and factors of safety for uplift, refer to SDI Diaphragm Design Manual.5 LoadsbasedonASTMA1008,orminimumASTMA653SQ33steeldeck.


3.5.2 Deck Fasteners for Attachment to Bar Joist


Allowable Stress Design (ASD)- Allowable Diaphragm Shears, SASD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36/9 or 36/7 End and Interior Support Fastener Patterns1,2,3,4

GaugeSidelap Spacing

Hilti SLC5,6,7

Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"

Fasteners Per Sheet To Support9 7 9 7 9 7 9 7 9 7 9 7 9 7

22

36" O.C.SASD 715 499 612 431 529 378 467 341 421 313 388 292 363 277G' 51.9 48.5 56.4 52.0 59.2 54.1 60.9 55.4 62.1 56.2 62.5 56.5 62.9 56.5

24" O.C.SASD 765 554 666 489 596 444 534 408 488 380 455 360 430 344G' 52.9 50.2 58.1 54.5 61.6 57.5 64.1 59.6 65.8 61.0 67.1 62.1 68.0 62.9

18" O.C.SASD 813 607 719 545 651 501 601 469 555 445 522 426 497 410G' 53.8 51.5 59.5 56.5 63.7 60.2 66.7 62.9 69.0 64.9 70.9 66.7 71.9 68.0

12" O.C.SASD 903 706 817 649 755 610 708 580 672 558 643 540 620 526G' 55.2 53.5 61.7 59.6 66.7 64.3 70.7 68.1 74.1 70.9 76.3 73.5 78.7 75.8

6" O.C.SASD 1123 941 1060 902 1014 874 980 853 952 837 931 824 760 760G' 57.9 57.0 65.8 64.8 72.3 71.2 77.7 76.5 82.6 81.3 86.2 84.7 90.1 88.5

20

36" O.C.SASD 948 668 815 581 715 517 635 468 575 432 528 403 495 383G' 71.9 66.1 75.9 68.9 77.9 70.1 78.7 70.4 78.8 70.3 78.7 69.9 78.1 69.4

24" O.C.SASD 1021 749 894 665 804 607 734 564 673 530 627 502 593 481G' 73.7 68.8 78.7 72.9 81.7 75.3 83.5 76.7 84.5 77.5 84.7 78.1 85.5 78.1

18" O.C.SASD 1090 825 970 745 883 690 819 649 769 618 725 594 692 574G' 75.2 70.9 81.3 76.3 84.7 79.4 87.7 82.0 89.3 83.3 90.9 84.7 91.7 85.5

12" O.C.SASD 1218 964 1110 894 1032 844 973 808 927 779 891 757 861 739G' 77.7 74.6 84.8 81.2 90.0 86.1 93.9 89.7 96.8 92.6 99.0 95.2 101.0 97.1

6" O.C.SASD 1522 1288 1447 1241 1392 1208 1350 1183 1317 1164 1222 1149 990 990G' 82.5 80.9 91.9 90.2 99.4 97.5 105.4 103.4 110.4 108.4 114.9 112.4 117.6 116.3

18

36" O.C.SASD 1171 831 1010 724 895 651 800 593 726 548 669 513 623 485G' 109.9 99.0 111.5 98.7 110.9 97.4 109.3 95.7 107.3 93.8 105.2 91.7 103.1 90.1

24" O.C.SASD 1266 935 1112 833 1003 763 921 712 855 672 798 641 752 614G' 113.6 104.2 116.8 105.9 117.7 106.3 117.5 106.0 116.6 105.3 115.5 104.4 114.9 103.1

18" O.C.SASD 1355 1033 1210 937 1106 870 1028 821 968 784 920 754 881 730G' 117.6 108.7 122.0 112.4 123.5 113.6 125.0 114.9 125.0 114.9 125.0 114.9 123.5 114.9

12" O.C.SASD 1519 1211 1390 1127 1296 1068 1226 1024 1171 991 1128 964 1092 942G' 122.0 116.3 128.9 121.7 133.1 125.7 135.8 128.3 137.6 130.2 138.8 131.6 138.9 133.3

6" O.C.SASD 1519 1211 1390 1145 1296 1106 1243 1077 1205 1054 1175 1037 1150 1022G' 133.3 129.9 143.6 139.9 151.5 147.6 157.5 153.6 162.2 158.4 166.0 162.4 169.5 166.7

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 3/16" to 3/8". For attachment to base steel thicknesses less than 3/16", diaphragm shear values for the X-EDNK22 fasteners should be calculated in accordance with Section 3.5.1.8.


3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors.4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use

calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly.5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12)/(SS, in.). Round up to the next whole

sidelap connector.6 For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in

Section 3.5.4.7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Profis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected].

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Allowable Stress Design (ASD)- Allowable Diaphragm Shears, SASD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36/5 or 36/4 End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SASD 448 365 393 325 354 296 325 275 299 257 280 242 265 232G' 13.2 9.7 15.8 11.6 18.1 13.4 20.1 15.1 21.9 16.6 23.5 18.0 24.9 19.3

24" O.C.SASD 495 407 444 372 408 346 380 327 359 312 343 300 329 290G' 13.4 9.8 16.1 11.8 18.5 13.7 20.7 15.5 22.7 17.2 24.6 18.8 26.2 20.2

18" O.C.SASD 537 445 491 414 457 391 432 374 412 360 397 350 384 341G' 13.5 9.8 16.3 12.0 18.8 14.0 21.2 15.8 23.4 17.6 25.4 19.3 27.2 20.9

12" O.C.SASD 612 508 573 484 545 466 524 453 507 442 494 434 483 427G' 13.7 9.9 16.6 12.1 19.3 14.2 21.8 16.2 24.2 18.1 26.4 20.0 28.5 21.7

6" O.C.SASD 766 623 744 611 729 603 717 597 707 592 700 588 694 585G' 13.9 10.1 17.0 12.4 19.9 14.6 22.7 16.8 25.3 18.8 27.9 20.8 30.3 22.8

20

36" O.C.SASD 600 490 530 439 479 403 442 376 413 355 387 338 368 324G' 20.4 15.0 23.9 17.8 26.9 20.3 29.4 22.5 31.6 24.5 33.4 26.2 35.1 27.8

24" O.C.SASD 666 550 602 506 556 474 522 450 495 431 474 416 456 404G' 20.7 15.2 24.4 18.2 27.8 21.0 30.7 23.4 33.3 25.7 35.6 27.7 37.6 29.6

18" O.C.SASD 727 603 668 564 626 536 595 515 570 499 551 485 535 475G' 20.9 15.4 24.9 18.5 28.4 21.4 31.6 24.0 34.5 26.5 37.0 28.8 39.5 30.9

12" O.C.SASD 830 688 783 659 748 638 722 622 702 610 686 600 673 592G' 21.3 15.6 25.5 18.9 29.3 22.0 32.9 24.9 36.1 27.6 39.1 30.1 41.8 32.6

6" O.C.SASD 830 688 783 659 748 638 722 622 702 610 686 600 673 592G' 21.8 16.0 26.4 19.5 30.7 22.8 34.7 26.0 38.5 29.1 42.0 31.9 45.5 34.8

18

36" O.C.SASD 745 609 660 549 599 505 554 473 519 447 492 427 467 411G' 36.8 27.6 41.7 31.9 45.7 35.5 48.8 38.4 51.0 40.9 52.9 42.9 54.6 44.6

24" O.C.SASD 830 687 753 634 698 596 657 567 624 545 599 527 578 512G' 37.6 28.2 43.3 33.1 47.8 37.2 51.8 40.8 54.9 43.9 57.8 46.6 59.9 49.0

18" O.C.SASD 907 753 838 708 788 675 750 650 721 631 698 615 678 602G' 38.3 28.8 44.4 33.9 49.8 38.5 54.1 42.4 57.8 46.1 61.3 49.3 64.1 52.1

12" O.C.SASD 907 753 838 708 788 675 750 650 721 631 698 615 678 602G' 39.4 29.5 46.1 35.1 52.1 40.2 57.5 44.8 62.1 48.9 66.2 52.8 69.9 56.2

6" O.C.SASD 985 804 954 788 932 776 914 766 901 759 890 754 881 749G' 41.0 30.6 48.8 36.8 55.9 42.6 62.5 48.0 68.5 53.1 73.5 57.8 78.7 62.1







152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Load Resistance Factor Design (LRFD)- Factored Resistance Diaphragm Shears, SLRFD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36/9 or 36/7 End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 1174 820 1005 708 869 622 768 560 692 514 638 481 596 455

G' 51.9 48.5 56.4 52.0 59.2 54.1 60.9 55.4 62.1 56.2 62.5 56.5 62.9 56.5

24" O.C.SLRFD 1257 911 1095 803 979 729 878 671 802 624 748 591 706 565

G' 52.9 50.2 58.1 54.5 61.6 57.5 64.1 59.6 65.8 61.0 67.1 62.1 68.0 62.9

18" O.C.SLRFD 1336 998 1181 895 1070 824 987 771 912 731 858 700 817 674

G' 53.8 51.5 59.5 56.5 63.7 60.2 66.7 62.9 69.0 64.9 70.9 66.7 71.9 68.0

12" O.C.SLRFD 1484 1159 1342 1067 1240 1002 1164 954 1104 917 1057 888 1019 864

G' 55.2 53.5 61.7 59.6 66.7 64.3 70.7 68.1 74.1 70.9 76.3 73.5 78.7 75.8

6" O.C.SASD 1846 1547 1742 1482 1667 1436 1610 1402 1565 1375 1501 1354 1216 1216G' 57.9 57.0 65.8 64.8 72.3 71.2 77.7 76.5 82.6 81.3 86.2 84.7 90.1 88.5

20

36" O.C.SLRFD 1558 1098 1339 954 1175 850 1044 770 945 710 868 663 813 629

G' 71.9 66.1 75.9 68.9 77.9 70.1 78.7 70.4 78.8 70.3 78.7 69.9 78.1 69.4

24" O.C.SLRFD 1678 1230 1469 1093 1321 997 1206 927 1107 872 1030 825 975 791

G' 73.7 68.8 78.7 72.9 81.7 75.3 83.5 76.7 84.5 77.5 84.7 78.1 85.5 78.1

18" O.C.SLRFD 1791 1355 1593 1225 1451 1134 1346 1067 1264 1016 1192 975 1137 943

G' 75.2 70.9 81.3 76.3 84.7 79.4 87.7 82.0 89.3 83.3 90.9 84.7 91.7 85.5

12" O.C.SLRFD 2001 1585 1823 1469 1695 1387 1599 1327 1524 1281 1464 1244 1415 1214

G' 77.7 74.6 84.8 81.2 90.0 86.1 93.9 89.7 96.8 92.6 99.0 95.2 101.0 97.1

6" O.C.SLRFD 2501 2116 2377 2039 2287 1985 2218 1944 2165 1913 1956 1888 1584 1584

G' 82.5 80.9 91.9 90.2 99.4 97.5 105.4 103.4 110.4 108.4 114.9 112.4 117.6 116.3

18

36" O.C.SLRFD 1925 1365 1660 1190 1471 1069 1314 974 1193 900 1099 843 1024 797

G' 109.9 99.0 111.5 98.7 110.9 97.4 109.3 95.7 107.3 93.8 105.2 91.7 103.1 90.1

24" O.C.SLRFD 2080 1536 1828 1370 1648 1254 1514 1169 1405 1105 1311 1053 1236 1009

G' 113.6 104.2 116.8 105.9 117.7 106.3 117.5 106.0 116.6 105.3 115.5 104.4 114.9 103.1

18" O.C.SLRFD 2227 1697 1988 1540 1817 1430 1689 1350 1590 1288 1511 1239 1447 1200

G' 117.6 108.7 122.0 112.4 123.5 113.6 125.0 114.9 125.0 114.9 125.0 114.9 123.5 114.9

12" O.C.SLRFD 2496 1990 2283 1852 2130 1755 2014 1683 1925 1628 1853 1584 1795 1549

G' 122.0 116.3 128.9 121.7 133.1 125.7 135.8 128.3 137.6 130.2 138.8 131.6 138.9 133.3

6" O.C.SLRFD 2496 1990 2283 1881 2130 1817 2042 1769 1980 1733 1931 1703 1890 1679

G' 133.3 129.9 143.6 139.9 151.5 147.6 157.5 153.6 162.2 158.4 166.0 162.4 169.5 166.7


2 Tabulated LRFD diaphragm shear loads are calculated with a phi factor (Φ) of 0.70 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table by 0.70 and multiply by a phi factor (Φ) of 0.65. Panel buckling has been checked.





152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Load Resistance Factor Design (LRFD)- Factored Resistance Diaphragm Shears, SLRFD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36/5 or 36/4 End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 737 599 646 534 582 487 534 452 491 422 460 398 436 381

G' 13.2 9.7 15.8 11.6 18.1 13.4 20.1 15.1 21.9 16.6 23.5 18.0 24.9 19.3

24" O.C.SLRFD 813 669 729 611 670 569 625 537 590 513 563 493 540 477

G' 13.4 9.8 16.1 11.8 18.5 13.7 20.7 15.5 22.7 17.2 24.6 18.8 26.2 20.2

18" O.C.SLRFD 883 732 806 680 751 643 710 614 678 592 652 574 631 560

G' 13.5 9.8 16.3 12.0 18.8 14.0 21.2 15.8 23.4 17.6 25.4 19.3 27.2 20.9

12" O.C.SLRFD 1006 835 942 795 896 766 861 744 833 726 811 712 793 701

G' 13.7 9.9 16.6 12.1 19.3 14.2 21.8 16.2 24.2 18.1 26.4 20.0 28.5 21.7

6" O.C.SASD 1259 1023 1223 1005 1197 991 1178 981 1162 973 1150 967 1140 962G' 13.9 10.1 17.0 12.4 19.9 14.6 22.7 16.8 25.3 18.8 27.9 20.8 30.3 22.8

20

36" O.C.SLRFD 985 805 870 722 788 662 727 618 679 583 636 556 605 532

G' 20.4 15.0 23.9 17.8 26.9 20.3 29.4 22.5 31.6 24.5 33.4 26.2 35.1 27.8

24" O.C.SLRFD 1095 904 989 831 914 779 857 739 813 708 778 684 750 663

G' 20.7 15.2 24.4 18.2 27.8 21.0 30.7 23.4 33.3 25.7 35.6 27.7 37.6 29.6

18" O.C.SLRFD 1194 991 1098 928 1029 882 977 847 937 820 905 798 878 780

G' 20.9 15.4 24.9 18.5 28.4 21.4 31.6 24.0 34.5 26.5 37.0 28.8 39.5 30.9

12" O.C.SLRFD 1364 1131 1286 1083 1230 1049 1187 1023 1154 1002 1127 986 1105 972

G' 21.3 15.6 25.5 18.9 29.3 22.0 32.9 24.9 36.1 27.6 39.1 30.1 41.8 32.6

6" O.C.SLRFD 1364 1131 1286 1083 1230 1049 1187 1023 1154 1002 1127 986 1105 972

G' 21.8 16.0 26.4 19.5 30.7 22.8 34.7 26.0 38.5 29.1 42.0 31.9 45.5 34.8

18

36" O.C.SLRFD 1224 1001 1084 902 985 830 911 777 853 735 808 702 768 675

G' 36.8 27.6 41.7 31.9 45.7 35.5 48.8 38.4 51.0 40.9 52.9 42.9 54.6 44.6

24" O.C.SLRFD 1364 1128 1238 1042 1147 979 1079 932 1026 895 984 866 950 842

G' 37.6 28.2 43.3 33.1 47.8 37.2 51.8 40.8 54.9 43.9 57.8 46.6 59.9 49.0

18" O.C.SLRFD 1490 1238 1377 1163 1295 1109 1233 1068 1185 1036 1146 1010 1115 989

G' 38.3 28.8 44.4 33.9 49.8 38.5 54.1 42.4 57.8 46.1 61.3 49.3 64.1 52.1

12" O.C.SLRFD 1490 1238 1377 1163 1295 1109 1233 1068 1185 1036 1146 1010 1115 989

G' 39.4 29.5 46.1 35.1 52.1 40.2 57.5 44.8 62.1 48.9 66.2 52.8 69.9 56.2

6" O.C.SLRFD 1619 1321 1568 1294 1531 1274 1503 1259 1480 1248 1463 1238 1448 1230

G' 41.0 30.6 48.8 36.8 55.9 42.6 62.5 48.0 68.5 53.1 73.5 57.8 78.7 62.1


2 Tabulated LRFD diaphragm shear loads are calculated with a phi factor (Φ) of 0.70 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table by 0.70 and multiply by a phi factor (Φ) of 0.65. Panel buckling has been checked.





152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Limit States Design (LSD)- Factored Resistance Diaphragm Shears, SLSD, (N/mm) and Stiffness Factors, G', (103 N/mm) for Standard 38 mm Deep Flutes, 152 mm Center-to-Center Steel Deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 914/9 (36/9) or 914/7 (36/7) End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (mm)1200 1500 1800 2100 2400 2700 3000


22

900 mm O.C.SLSD 16.1 11.3 13.8 9.7 12.0 8.6 10.6 7.7 9.5 7.1 8.8 6.6 8.2 6.3G' 9.0 8.5 9.8 9.1 10.3 9.5 10.7 9.7 10.9 9.8 11.0 9.9 11.0 9.9

600 mm O.C.SLSD 17.3 12.5 15.0 11.0 13.5 10.0 12.1 9.2 11.1 8.6 10.3 8.1 9.7 7.8G' 9.2 8.7 10.1 9.5 10.8 10.1 11.2 10.4 11.5 10.8 11.8 10.9 11.9 11.0

450 mm O.C.SLSD 18.3 13.7 16.2 12.3 14.7 11.3 13.6 10.6 12.6 10.1 11.8 9.6 11.2 9.3G' 9.3 8.9 10.3 9.9 11.1 10.5 11.6 11.0 12.0 11.4 12.3 11.8 12.7 11.9

300 mm O.C.SLSD 20.3 15.9 18.4 14.6 17.0 13.8 16.0 13.1 15.2 12.6 14.5 12.2 14.0 11.9G' 9.6 9.3 10.7 10.4 11.6 11.2 12.3 11.9 12.8 12.5 13.3 12.8 13.7 13.3

150 mm O.C.SLSD 25.3 21.2 23.9 20.3 22.8 19.7 22.1 19.2 21.4 18.8 21.0 18.6 17.2 17.2G' 10.0 9.9 11.4 11.3 12.6 12.4 13.5 13.3 14.3 14.1 15.2 14.9 15.6 15.4

20

900 mm O.C.SLSD 21.4 15.1 18.4 13.1 16.2 11.7 14.4 10.6 13.0 9.8 12.0 9.1 11.2 8.7G' 12.5 11.5 13.3 12.1 13.6 12.3 13.8 12.4 13.8 12.4 13.8 12.3 13.8 12.2

600 mm O.C.SLSD 23.0 16.9 20.2 15.0 18.1 13.7 16.6 12.8 15.3 12.0 14.2 11.4 13.4 10.9G' 12.8 12.0 13.7 12.7 14.3 13.2 14.6 13.5 14.8 13.6 14.8 13.7 14.8 13.7

450 mm O.C.SLSD 24.6 18.6 21.9 16.8 19.9 15.6 18.5 14.7 17.4 14.0 16.4 13.4 15.7 13.0G' 13.2 12.3 14.1 13.3 14.9 13.9 15.4 14.3 15.6 14.7 15.9 14.9 16.1 14.9

300 mm O.C.SLSD 27.4 21.7 25.0 20.2 23.3 19.0 21.9 18.2 20.9 17.6 20.1 17.1 19.4 16.7G' 13.5 13.0 14.8 14.2 15.7 15.0 16.4 15.7 17.0 16.2 17.2 16.7 17.9 16.9

150 mm O.C.SLSD 34.0 28.8 32.3 27.7 31.1 27.0 30.2 26.4 29.4 26.0 27.6 25.6 22.4 22.4G' 14.4 14.1 16.0 15.7 17.3 17.0 18.4 18.1 19.3 18.9 20.0 19.6 20.8 20.4

18

900 mm O.C.SLSD 26.4 18.8 22.8 16.4 20.2 14.7 18.1 13.4 16.4 12.4 15.2 11.6 14.1 11.0G' 19.2 17.3 19.6 17.3 19.5 17.2 19.2 16.9 18.9 16.5 18.5 16.2 18.2 15.9

600 mm O.C.SLSD 28.5 21.1 25.1 18.8 22.6 17.2 20.8 16.1 19.4 15.2 18.1 14.5 17.0 13.9G' 20.0 18.2 20.5 18.6 20.7 18.7 20.7 18.7 20.5 18.5 20.4 18.4 20.0 18.2

450 mm O.C.SLSD 30.5 23.3 27.3 21.2 25.0 19.7 23.2 18.5 21.8 17.7 20.8 17.0 19.9 16.5G' 20.4 18.9 21.3 19.6 21.7 20.0 21.7 20.0 21.7 20.4 21.7 20.4 21.7 20.4

300 mm O.C.SLSD 34.0 27.1 31.1 25.2 29.0 23.9 27.5 22.9 26.2 22.2 25.2 21.5 24.4 21.1G' 21.3 20.4 22.6 21.3 23.3 22.1 23.8 22.5 24.2 22.9 24.4 23.2 24.4 23.3

150 mm O.C.SLSD 34.0 27.1 31.1 25.6 29.0 24.7 27.8 24.0 26.9 23.5 26.2 23.1 25.7 22.8G' 23.3 22.7 25.1 24.5 26.5 25.8 27.6 26.9 28.4 27.8 29.1 28.5 29.4 29.4

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 5 mm to 10 mm. For attachment to base steel thicknesses less than 5 mm, diaphragm shear values for the X-EDNK22 fasteners should be calculated in accordance with Section 3.5.1.8.

2 Tabulated LSD diaphragm shear loads are calculated with a phi factor (Φ) of 0.65 for wind loads. To calculate LSD values for load combinations involving earthquake, divide values in table by 0.65 and multiply by a phi factor (Φ) of 0.60. Panel buckling has been checked.


calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly.5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=(span, mm)/(SS, mm). Round up to the next whole



152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/9 (36/9)

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/7 (36/7)

c




Limit States Design (LSD)- Factored Resistance Diaphragm Shears, SLSD, (N/mm) and Stiffness Factors, G', (103 N/mm) for Standard 38 mm Deep Flutes, 152 mm Center-to-Center Steel Deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 914/5 (36/5) or 914/4 (36/4) End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (mm)1200 1500 1800 2100 2400 2700 3000


22

900 mm O.C.SLSD 10.1 8.2 8.9 7.3 8.0 6.7 7.3 6.2 6.8 5.8 6.3 5.5 6.0 5.2G' 2.3 1.7 2.7 2.0 3.1 2.3 3.5 2.6 3.8 2.9 4.1 3.1 4.3 3.3

600 mm O.C.SLSD 11.2 9.2 10.0 8.4 9.2 7.8 8.6 7.4 8.1 7.0 7.7 6.8 7.4 6.5G' 2.3 1.7 2.8 2.0 3.2 2.4 3.6 2.7 3.9 3.0 4.3 3.3 4.6 3.5

450 mm O.C.SLSD 12.1 10.0 11.1 9.3 10.3 8.8 9.7 8.4 9.3 8.1 9.0 7.9 8.7 7.7G' 2.3 1.7 2.8 2.1 3.3 2.4 3.7 2.7 4.0 3.0 4.4 3.3 4.7 3.6

300 mm O.C.SLSD 13.8 11.4 12.9 10.9 12.3 10.5 11.8 10.2 11.4 9.9 11.1 9.8 10.9 9.6G' 2.4 1.7 2.9 2.1 3.3 2.5 3.8 2.8 4.2 3.1 4.6 3.5 5.0 3.8

150 mm O.C.SLSD 17.1 13.9 16.6 13.6 16.3 13.4 16.0 13.3 15.8 13.2 15.6 13.1 15.5 13.0G' 2.4 1.7 2.9 2.1 3.4 2.5 3.9 2.9 4.4 3.3 4.8 3.6 5.2 3.9

20

900 mm O.C.SLSD 13.5 11.0 11.9 9.9 10.8 9.1 10.0 8.5 9.3 8.0 8.8 7.6 8.3 7.3G' 3.5 2.6 4.1 3.1 4.7 3.5 5.1 3.9 5.5 4.3 5.8 4.6 6.1 4.8

600 mm O.C.SLSD 15.0 12.4 13.6 11.4 12.5 10.7 11.8 10.1 11.2 9.7 10.7 9.4 10.3 9.1G' 3.6 2.6 4.2 3.2 4.8 3.6 5.3 4.1 5.8 4.5 6.2 4.8 6.5 5.2

450 mm O.C.SLSD 16.4 13.6 15.1 12.7 14.1 12.1 13.4 11.6 12.9 11.2 12.4 10.9 12.1 10.7G' 3.6 2.7 4.3 3.2 4.9 3.7 5.5 4.2 6.0 4.6 6.5 5.0 6.8 5.4

300 mm O.C.SLSD 18.6 15.4 17.5 14.7 16.7 14.3 16.2 13.9 15.7 13.6 15.3 13.4 15.0 13.2G' 3.7 2.7 4.4 3.3 5.1 3.8 5.7 4.3 6.3 4.8 6.8 5.2 7.3 5.6

150 mm O.C.SLSD 18.6 15.4 17.5 14.7 16.7 14.3 16.1 13.9 15.7 13.6 15.3 13.4 15.0 13.2G' 3.8 2.8 4.6 3.4 5.3 3.9 6.0 4.5 6.7 5.0 7.3 5.5 7.9 6.0

18

900 mm O.C.SLSD 16.8 13.7 14.9 12.4 13.5 11.4 12.5 10.7 11.7 10.1 11.1 9.6 10.6 9.3G' 6.4 4.8 7.2 5.5 7.9 6.2 8.5 6.7 8.9 7.1 9.3 7.5 9.5 7.8

600 mm O.C.SLSD 18.7 15.5 17.0 14.3 15.7 13.4 14.8 12.8 14.1 12.3 13.5 11.9 13.0 11.6G' 6.5 4.9 7.5 5.7 8.3 6.5 9.0 7.1 9.6 7.6 10.1 8.1 10.5 8.5

450 mm O.C.SLSD 20.3 16.8 18.8 15.8 17.6 15.1 16.8 14.5 16.1 14.1 15.6 13.7 15.2 13.4G' 6.6 5.0 7.7 5.9 8.6 6.7 9.4 7.4 10.1 8.0 10.6 8.5 11.2 9.1

300 mm O.C.SLSD 20.3 16.8 18.8 15.8 17.6 15.1 16.8 14.5 16.1 14.1 15.6 13.7 15.2 13.4G' 6.8 5.1 8.0 6.1 9.1 7.0 10.0 7.8 10.8 8.5 11.5 9.2 12.2 9.8

150 mm O.C.SLSD 22.0 17.9 21.3 17.6 20.8 17.3 20.4 17.1 20.1 16.9 19.8 16.8 19.6 16.7G' 7.1 5.3 8.5 6.4 9.7 7.4 10.9 8.3 11.9 9.2 12.8 10.0 13.7 10.8

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 5 mm to 10 mm. For attachment to base steel thicknesses less than 5 mm, diaphragm shear values for the X-EDNK22 fasteners should be calculated in accordance with Section 3.5.1.8.

2 Tabulated LSD diaphragm shear loads are calculated with a phi factor (Φ) of 0.65 for wind loads. To calculate LSD values for load combinations involving earthquake, divide values in table by 0.65 and multiply by a phi factor (Φ) of 0.60. Panel buckling has been checked.


calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly.5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=(span, mm)/(SS, mm). Round up to the next whole



152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/5 (36/5)

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/4 (36/4)

c




Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada)LimitStatesDesign(LSD)-FactoredResistanceDiaphragmShear,q,(N/mm)&FlexibilityFactor,F,(mmx10-6/N) for38mmdeepsteelnestabledeckfastenedw/Hilti X-EDNK22/EDN19 w/screwed sidelaps (Canada only)1,2,3

Diaphragm Table 36-7 w/X-EDNK22/EDN19 Metric

No. of Transverse Nails per 900 mm Wide Deck Units=7 (every flute)

Span (mm)Sidelap Connection #10 Screw at 600 mm O.C. #10 Screw at 450 mm O.C. #10 Screw at 300 mm O.C. #10 Screw at 150 mm O.C.

Deck Gauge Thickness 22 20 18 16 22 20 18 16 22 20 18 16 22 20 18 16

1200Strength, SLSD 6.5 7.9 10.2 12.8 6.5 7.9 10.2 12.8 8.3 10.1 13.3 16.7 11.6 14.0 18.4 23.1

FlexibilityFactor,F 120 88 60 45 120 88 60 45 110 79 52 38 101 71 45 32

1500Strength, SLSD 5.2 6.2 8.2 10.3 6.1 7.4 9.6 12.1 7.6 9.3 12.2 15.3 11.0 13.4 17.6 22.0


1800Strength, SLSD 5.1 6.1 8.1 10.1 5.8 7.1 9.3 11.6 7.2 8.7 11.4 14.3 10.7 12.9 17.0 21.3


2100Strength, SLSD 4.2 5.2 6.9 8.7 4.9 6.0 8.0 10.0 6.8 8.2 10.8 13.6 9.6 12.6 16.6 20.7


2400Strength, SLSD 4.2 5.2 6.9 8.7 4.8 5.9 7.9 9.9 6.6 7.9 10.5 13.0 7.4 9.8 15.0 20.3


2700Strength, SLSD 3.8 4.6 6.1 7.6 4.8 5.9 7.8 9.8 5.9 7.6 10.1 12.7 5.9 7.8 11.9 16.6


3000Strength, SLSD 3.9 4.7 6.2 7.8 4.3 5.3 6.9 8.7 4.7 6.2 9.6 12.3 4.7 6.2 9.6 13.5


Diaphragm Table 36-4 w/ X-EDNK22/EDN19 Metric

LimitStatesDesign(LSD)-FactoredResistanceDiaphragmShear,q,(N/mm)&FlexibilityFactor,F,(mmx10-6/N) for38mmdeepsteelnestabledeckfastenedw/Hilti X-EDNK22/EDN19 w/screwed sidelaps (Canada only)1,2,3

No. of Transverse Nails per 900 mm Wide Deck Units=4 (every other flute)



1200Strength, SLSD 4.7 5.6 7.4 9.3 4.7 5.6 7.4 9.3 6.2 7.4 9.8 12.2 8.1 9.8 12.8 16.0


1500Strength, SLSD 3.9 4.7 6.1 7.6 4.6 5.5 7.3 9.2 5.9 7.1 9.3 11.6 7.9 9.5 12.6 15.7


1800Strength, SLSD 4.0 4.7 6.2 7.8 4.6 5.5 7.2 9.2 5.6 6.8 8.9 11.2 7.8 9.4 12.3 15.5


2100Strength, SLSD 3.4 4.1 5.4 6.8 4.0 4.8 6.3 7.9 5.4 6.6 8.6 10.8 7.6 9.3 12.2 15.3


2400Strength, SLSD 3.5 4.2 5.6 7.1 4.0 4.8 6.3 8.0 5.3 6.3 8.5 10.6 7.6 9.2 12.1 15.2


2700Strength, SLSD 3.1 3.8 4.9 6.2 4.0 4.9 6.5 8.1 5.2 6.2 8.2 10.3 7.5 9.2 12.0 15.0


3000Strength, SLSD 3.2 3.9 5.2 6.6 3.6 4.5 5.9 7.4 5.1 6.2 8.1 10.2 7.5 9.0 12.0 14.9



LimitStatesDesign(LSD)-FactoredResistanceDiaphragmShear,q,(N/mm)&FlexibilityFactor,F,(mmx10-6/N) for 38 mm deep steel deck fastened w/Hilti X-EDNK22/EDN19 (Canada only)1,2,3


Span (mm)Sidelap Connection Button Punch 600 mm O.C. Button Punch 450 mm O.C. Button Punch 300 mm O.C. Button Punch 150 mm O.C.


1200Strength, SLSD 5.8 7.1 9.5 12.1 5.8 7.1 9.5 12.1 6.5 8.1 11.2 14.8 7.8 10.0 14.3 19.6


1500Strength, SLSD 4.6 5.6 7.5 9.8 4.8 6.0 8.3 10.9 5.5 6.9 9.9 13.2 6.9 8.9 13.2 18.2


1800Strength, SLSD 4.0 4.9 6.9 9.2 4.2 5.4 7.5 10.1 4.8 6.1 8.8 12.1 6.2 8.2 12.2 17.3


2100Strength, SLSD 3.4 4.2 5.9 7.8 3.6 4.6 6.5 8.7 4.2 5.5 8.1 11.3 5.8 7.8 11.6 16.6


2400Strength, SLSD 3.2 4.0 5.6 7.5 3.3 4.2 6.1 8.3 3.9 5.1 7.5 10.7 5.4 7.3 11.2 16.0


2700Strength, SLSD 2.7 3.5 4.9 6.6 3.1 4.0 5.8 8.0 3.6 4.7 7.2 10.1 5.2 6.9 10.8 15.6


3000Strength, SLSD 2.6 3.3 4.8 6.6 2.7 3.5 5.2 7.2 3.4 4.5 6.8 9.8 4.9 6.7 10.5 15.3


1 Theratioofspanofdeckunittoaveragelengthofsheetistakentobe1/3.2 Diaphragmloadsarebasedonsteeldeckshavinganaverageultimatetensilestrengthof55ksi.3 ValuesshowncalculatedinaccordancewithSDIequationsusingaφ factor of 0.5 for LSD for all load conditions.

c




Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada)LimitStatesDesign(LSD)-FactoredResistanceDiaphragmShear,q,(N/mm)&FlexibilityFactor, F,(mmx10-6/N) for 38 mm deep steel deck fastened w/Hilti X-EDNK22/EDN19 (Canada only)1,2,3

Diaphragm Table 36-4 w/X-EDNK22/EDN19 Metric




1200Strength, SLSD 4.1 4.3 5.7 7.4 3.5 4.3 5.7 7.4 4.0 5.0 7.0 9.3 4.8 6.2 8.9 12.0


1500Strength, SLSD 3.3 4.0 5.5 7.2 3.5 4.5 6.2 8.1 4.1 5.2 7.4 10.0 5.3 6.8 9.9 13.6


1800Strength, SLSD 2.9 3.6 5.2 6.9 3.2 4.1 5.9 7.9 3.6 4.7 6.9 9.4 4.9 6.5 9.5 13.2


2100Strength, SLSD 2.5 3.2 4.5 6.0 2.7 3.8 4.9 6.8 3.3 4.5 6.5 8.9 4.7 6.1 9.2 12.9


2400Strength, SLSD 2.4 2.9 4.3 6.0 2.5 3.5 4.8 6.7 3.1 4.1 6.2 8.6 4.5 5.9 8.9 12.7


2700Strength, SLSD 2.0 2.6 3.8 5.3 2.4 3.4 4.7 6.6 2.9 3.9 6.0 8.3 4.2 5.8 8.8 12.5


3000Strength, SLSD 2.0 2.6 3.8 5.3 2.1 3.2 4.2 6.0 2.7 3.6 5.8 8.1 4.1 5.6 8.7 12.3



LimitStatesDesign(LSD)-FactoredResistanceDiaphragmShear,q,(N/mm)andFlexibilityFactor,F,(mmx10-6/N) for 75 mm deep steel deck fastened with Hilti X-EDNK22/EDN19 (Canada only)1, 2, 3




2400Strength, SLSD 2.0 2.6 3.7 5.2 2.1 2.8 4.2 5.8 2.6 3.5 5.4 7.8 3.9 5.4 8.8 12.9


2700Strength, SLSD 1.7 2.2 3.3 4.5 2.0 2.6 4.0 5.7 2.4 3.3 5.1 7.5 3.7 5.2 8.5 12.6


1800Strength, SLSD 1.6 2.1 3.2 4.5 1.7 2.3 3.5 5.1 2.3 3.1 4.9 7.2 3.6 5.0 8.2 12.4


3300Strength, SLSD 1.4 1.9 2.9 4.1 1.7 2.2 3.5 5.0 2.1 2.9 4.7 7.0 3.4 4.8 8.0 12.2


3600Strength, SLSD 1.4 1.9 2.9 4.1 1.6 2.2 3.4 5.0 2.0 2.8 4.5 6.8 3.3 4.7 7.9 12


3900Strength, SLSD 1.2 1.7 2.6 3.8 1.4 2.0 3.1 4.6 1.9 2.7 4.4 6.6 3.2 4.6 7.8 11.9


4200Strength, SLSD 1.2 1.6 2.6 3.8 1.4 1.9 3.1 4.6 1.9 2.6 4.3 6.5 3.2 4.5 7.6 11.8



c




3.5.2.4 Ordering InformationDX 860-HSN Decking System

Tools

Description Notes Qty

DX 860-HSN Stand-Up Decking Tool Use on Demand service provides daily rental 1 pcs

Accessories


Spare Set (HSN Piston and Brake) PistonandbrakeforDX860-HSN 1 pcs

Fasteners (Combos with 40-strip Cartridges)


X-EDN19 Bulk Fastener/CartridgeCombo 3/16"(5mm)≤tf≤3/8" (10 mm) 2,000 pcs

X-EDN19 Pallet Fastener/CartridgeCombo 3/16"(5mm)≤tf≤3/8" (10 mm) 32,000 pcs

X-EDNK22 Bulk Fastener/CartridgeCombo 1/8"(3mm)≤tf≤1/4" (6 mm) 2,000 pcs

X-EDNK22 Pallet Fastener/CartridgeCombo 1/8"(3mm)≤tf≤1/4" (6 mm) 32,000 pcs

DX 460-SM Decking System

Tools


DX 460-SM Hand Held Decking Tool 1 pcs

Accessories


Magazine X-SM Replacement magazine for DX 460-SM 1 pcs

Piston X-AP PSM Replacement piston for DX 460-SM 1 pcs

Buffer (reinforced) X-460-B ReplacementbufferforDX-460-SM 1 pcs

Fasteners (Combos with 10-strip Cartridges for DX 460-SM)


X-EDN19 Bulk Fastener/CartridgeCombo 3/16"(5mm)≤tf≤3/8" (10 mm) 1,000 pcs

X-EDN19 Pallet Fastener/CartridgeCombo 3/16"(5mm)≤tf≤3/8" (10 mm) 32,000 pcs

X-EDNK22 Bulk Fastener/CartridgeCombo 1/8"(3mm)≤tf≤1/4" (6 mm) 1,000 pcs

X-EDNK22 Pallet Fastener/CartridgeCombo 1/8"(3mm)≤tf≤1/4" (6 mm) 32,000 pcs


Deck Fasteners for Attachment to Structural Steel 3.5.3


3.5.3.1 Product DescriptionThe Hilti structural steel deck fastening system consists of powder-actuated tools which are primarily used with one fastener: the X-ENP-19 L15, which is availableeithercollatedornon-collated.

Formoststructuralsteeldeckingjobs,thetoolofchoicewillbetheDX860-ENP-L tool. This self-contained stand up deckingtoolispoweredby0.27caliberlong cartridges, which are loaded into the tool in strips of 40. The cartridges drive the X-ENP-19 L15 MXR fastener (collated version) into almost any type of steeldeckandbasesteelthicknesses

greaterthanorequalto1/4". These fas-tenersareavailableincollatedstripsof10. Four of these strips are loaded into the DX 860-ENP-L tool along with the cartridgestrip,andenabletheoperatortofastenatarateofupto1,000qualityfastenings per hour.

Other tools include the hand held DX 76, a semi-automatic magazine tool.OtherconfigurationsoftheDX76include a single fastener guide variation of the tool for miscellaneous use.


Fastener Fastener Material

Fastener Plating

Nominal Fastener Hardness

X-ENP-19 L15 CarbonSteel 5µmZinc1 58 HRC1 ASTM B 633, SC 1, Type III.

3.5.3.3 Technical DataAllowable Pullout Loads for Attachments to Steel Base Material lb (kN)1, 2, 3

FastenerBase Material Thickness (in.)

1/4 3/8 1/24 ≥ 5/84

X-ENP-19 L15 905 (4.03) 1125 (5.00) 1010 (4.49) 965 (4.29)

1 These values represent testing performed in ASTM A 36 plate steel.2 Thevaluesmustbecomparedwithallowabletensilepullovervalues.3 Allowablevaluesbasedonsafetyfactorof5.0.4 Allowablevaluesarebasedonminimum1/2"penetrationdepththroughorintobasesteel.For3/8"

penetration depth into 1/2"andthickersteels,reducetheallowableloadcapacityto635lb(2.79kN).

Allowable Pullover and Shear Bearing Loads for Attaching Steel Deck2,3,4

Fastener

Steel Deck Gauge (in.)16 (0.0598) 18 (0.0474) 20 (0.0358) 22 (0.0295) 24 (0.0239) 26 (0.0179)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

X-ENP-19 L151 940 1050 875 840 755 640 665 535 400 440 185 335(4.14) (4.62) (3.85) (3.70) (3.32) (2.82) (2.93) (2.35) (1.78) (1.94) (0.81) (1.47)

1 Minimumbasesteelthicknessmustbegreaterthanorequalto1/4" (6 mm).2 Allowablevaluesarebasedonasafetyfactorof3.0.3 For alternate pullover capacities and factors of safety for uplift, refer to SDI Diaphragm Design Manual.4 LoadsbasedonASTMA1008,orminimumASTMA653SQ33steeldeck.





X-ENP-19 L15

X-ENP-19 L15 MX & MXR

Approvals/ListingsICC-ES (International Code Council) ESR-2776, ESR-2197, ESR-1116, ESR-1169COLA (City of Los Angeles) RR 25877, RR 25296FM (Factory Mutual) For attaching Class 1 Steel Roof Decks with 1-60 and 1-90 wind uplift ratings. Listed for higher wind uplift ratings with FM Approved Lightweight Insulating ConcreteRoofDeckAssemblies.RefertoFMRoofNavforspecificassemblylistings.UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (upliftandfireclassification)


3.5.3 Deck Fasteners for Attachment to Structural Steel


Allowable Stress Design (ASD) Allowable Diaphragm Shears, SASD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-ENP-19 L15 Fasteners with 36/9 or 36/7 End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SASD 804 561 688 485 595 426 525 383 473 352 436 329 408 311G' 55.7 52.8 61.5 57.5 65.6 60.5 68.3 62.4 69.9 63.7 71.4 64.1 71.9 64.5

24" O.C.SASD 861 623 750 550 670 499 601 459 549 427 512 404 483 386G' 56.2 53.7 62.5 59.0 67.0 62.7 70.2 65.3 72.5 67.1 74.1 68.5 75.2 69.4

18" O.C.SASD 915 683 808 613 732 564 675 528 624 500 587 478 558 461G' 56.8 54.3 63.3 60.2 68.0 64.5 71.9 67.6 74.6 69.9 76.9 71.9 78.1 73.5

12" O.C.SASD 1016 793 919 730 849 685 796 652 755 627 723 607 697 591G' 57.5 55.7 64.6 62.3 70.2 67.4 74.5 71.4 78.1 74.6 80.6 77.5 83.3 79.4

6" O.C.SASD 1263 1058 1192 1014 1140 982 1101 958 1070 940 938 926 760 760G' 59.2 58.1 67.1 66.1 74.1 72.6 80.0 78.1 84.7 82.6 88.5 87.0 91.7 90.1

3" O.C.SASD 1568 1362 1532 1341 1505 1327 1485 1316 1188 1188 938 938 760 760G' 61.0 60.2 69.9 69.4 78.1 77.5 84.7 84.0 90.1 89.3 95.2 94.3 100.0 99.0

20

36" O.C.SASD 1038 731 892 636 783 566 695 513 629 472 578 441 541 418G' 78.5 73.3 84.6 77.7 88.2 80.0 90.1 81.0 91.0 81.2 90.9 81.3 90.9 80.6

24" O.C.SASD 1117 819 979 728 880 664 803 617 737 580 686 549 649 526G' 79.5 74.9 86.2 80.2 90.5 83.5 93.2 85.4 94.8 86.6 96.2 87.0 96.2 87.7

18" O.C.SASD 1193 902 1061 815 967 755 896 710 841 676 793 649 757 627G' 80.0 76.3 87.7 82.6 92.6 86.2 96.2 89.3 98.0 90.9 100.0 92.6 101.0 93.5

12" O.C.SASD 1333 1055 1214 978 1129 923 1064 883 1014 852 975 828 942 808G' 81.8 78.5 89.9 85.9 95.8 91.2 100.2 95.1 103.5 98.1 106.4 100.0 107.5 102.0

6" O.C.SASD 1666 1409 1583 1358 1523 1321 1477 1294 1441 1273 1222 1222 990 990G' 84.8 83.0 94.7 92.5 102.5 100.0 108.7 106.1 113.8 111.0 117.6 114.9 122.0 119.0

3" O.C.SASD 2050 1784 2012 1763 1983 1748 1962 1737 1547 1547 1222 1222 990 990G' 88.5 87.0 100.0 99.0 108.7 107.5 117.6 116.3 123.5 122.0 129.9 128.2 135.1 133.3

18

36" O.C.SASD 1254 886 1079 771 956 692 851 628 772 580 710 542 661 512G' 123.5 113.6 128.4 115.0 129.6 114.7 129.1 113.2 127.5 111.2 125.5 109.1 123.5 106.4

24" O.C.SASD 1352 994 1186 885 1068 809 979 753 906 710 844 676 795 646G' 126.6 116.3 131.6 120.6 133.9 120.9 134.5 120.8 134.1 120.0 133.0 118.9 131.6 117.6

18" O.C.SASD 1446 1097 1288 993 1175 921 1090 868 1025 827 973 795 928 769G' 128.2 119.0 135.1 123.5 137.0 126.6 138.9 128.2 140.8 128.2 138.9 126.6 138.9 126.6

12" O.C.SASD 1617 1285 1476 1193 1374 1128 1298 1080 1238 1044 1191 1015 1152 991G' 131.6 123.5 139.3 131.0 144.3 135.2 147.4 138.0 149.4 139.8 150.6 141.0 151.5 140.8

6" O.C.SASD 2023 1715 1926 1655 1855 1612 1801 1581 1759 1556 1725 1537 1420 1420G' 138.9 133.3 149.5 144.7 157.7 152.6 163.9 158.7 168.7 163.4 172.4 167.2 175.4 169.5

3" O.C.SASD 2484 2163 2440 2138 2407 2121 2383 2108 2219 2099 1753 1753 1420 1420G' 147.1 144.9 161.3 158.7 172.4 169.5 181.8 178.6 188.7 185.2 196.1 192.3 200.0 196.1

16

36" O.C.SASD 1277 908 1102 793 978 713 881 654 801 605 739 567 690 537G' 172.4 153.8 172.4 151.5 170.3 147.8 166.5 143.5 162.2 139.1 157.8 135.0 153.5 131.1

24" O.C.SASD 1382 1023 1216 914 1098 838 1010 782 942 740 883 706 833 679G' 175.4 158.7 178.6 158.7 177.0 157.2 174.7 154.4 171.7 151.4 168.4 148.5 165.2 145.7

18" O.C.SASD 1481 1132 1324 1029 1212 957 1128 904 1063 864 1011 832 969 806G' 178.6 163.9 181.8 166.7 181.8 166.7 181.8 163.9 178.6 161.3 178.6 161.3 175.4 158.7

12" O.C.SASD 1662 1330 1523 1239 1423 1176 1347 1129 1289 1093 1242 1064 1204 1041G' 185.2 172.4 192.3 175.4 193.4 179.1 194.4 179.9 194.4 180.1 193.9 179.8 193.0 179.4

6" O.C.SASD 2082 1773 1989 1716 1922 1676 1870 1646 1830 1622 1797 1604 1771 1589G' 196.1 188.7 208.3 200.0 215.3 206.9 220.4 212.0 224.1 215.8 226.8 218.8 228.9 221.1

3" O.C.SASD 2542 2214 2501 2192 2472 2177 2450 2166 2432 2157 2191 2150 1775 1775G' 212.8 208.3 227.3 222.2 238.1 232.6 250.0 243.9 256.4 250.0 263.2 256.4 263.2 263.2

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness greater than or equal to 1/4".2 Tabulated ASD diaphragm shear loads are calculated with a safety factor (Ω) of 2.35 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply values in

table by 2.35 and divide by a safety factor (Ω) of 2.50. Panel buckling has been checked.3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors.4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section

3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly.5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12)/(SS, in.). Round up to the next whole sidelap connector.6 For 16 gauge steel deck or for high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4.7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Profis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected].

914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''




Allowable Stress Design (ASD) Allowable Diaphragm Shears, SASD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-ENP-19 L15 Fasteners with 36/5 or 36/4 End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SASD 504 410 442 365 398 333 365 309 336 288 315 272 298 260G' 13.6 9.9 16.3 11.9 18.8 13.8 21.0 15.6 23.0 17.2 24.8 18.7 26.3 20.1

24" O.C.SASD 557 458 499 418 458 389 428 367 404 351 385 337 370 326G' 13.6 9.9 16.4 12.0 19.0 14.0 21.4 15.9 23.5 17.6 25.5 19.3 27.3 20.8

18" O.C.SASD 605 501 552 465 514 440 485 420 463 405 446 393 431 383G' 13.7 10.0 16.6 12.1 19.2 14.2 21.7 16.1 23.9 17.9 26.0 19.6 28.0 21.3

12" O.C.SASD 688 572 644 544 613 524 589 509 570 497 555 487 542 479G' 13.8 10.0 16.8 12.2 19.5 14.4 22.1 16.4 24.6 18.3 26.8 20.2 29.0 21.9

6" O.C.SASD 862 700 837 688 819 679 806 672 795 666 787 662 760 658G' 14.0 10.1 17.1 12.4 20.0 14.7 22.8 16.8 25.4 18.9 28.0 20.9 30.4 22.8

3" O.C.SASD 862 700 837 688 819 679 806 672 795 666 787 662 760 658G' 14.1 10.2 17.3 12.6 20.4 14.9 23.3 17.1 26.1 19.3 28.8 21.4 31.4 23.5

20

36" O.C.SASD 656 536 579 481 525 441 484 411 452 388 423 370 402 354G' 21.1 15.4 24.9 18.4 28.3 21.2 31.3 23.6 33.7 25.7 35.8 27.7 37.7 29.4

24" O.C.SASD 729 602 659 554 608 519 571 492 541 472 518 455 499 442G' 21.2 15.5 25.3 18.7 28.8 21.6 32.1 24.2 34.8 26.6 37.3 28.7 39.5 30.8

18" O.C.SASD 795 660 731 618 685 587 651 564 624 546 602 531 585 519G' 21.4 15.6 25.5 18.9 29.2 21.9 32.7 24.6 35.7 27.2 38.5 29.5 41.0 31.7

12" O.C.SASD 908 753 856 721 819 698 790 681 768 667 750 656 736 647G' 21.6 15.8 25.9 19.1 29.9 22.3 33.6 25.2 36.9 28.0 40.0 30.6 42.9 33.0

6" O.C.SASD 1130 913 1103 899 1084 890 1069 883 1058 877 1048 872 990 868G' 22.0 16.0 26.6 19.6 30.9 22.9 35.0 26.2 38.8 29.2 42.4 32.2 45.9 35.0

3" O.C.SASD 1130 913 1103 899 1084 890 1069 883 1058 877 1048 872 990 868G' 22.3 16.2 27.1 19.9 31.7 23.4 36.1 26.8 40.2 30.1 44.1 33.2 47.8 36.2

18

36" O.C.SASD 795 650 703 584 637 536 588 501 551 474 521 452 493 434G' 38.8 28.8 44.6 33.7 49.3 37.8 53.2 41.2 56.2 44.0 58.5 46.4 60.2 48.3

24" O.C.SASD 884 731 801 673 741 632 695 600 661 576 633 556 610 540G' 39.2 29.2 45.5 34.4 50.8 38.9 55.2 42.8 58.8 46.1 61.7 49.1 64.5 51.5

18" O.C.SASD 965 801 890 751 835 715 794 688 762 666 736 649 715 635G' 39.7 29.5 46.3 35.0 51.8 39.7 56.8 44.1 61.0 47.8 64.5 51.0 67.6 54.1

12" O.C.SASD 1103 914 1042 877 998 850 964 830 938 814 917 801 900 790G' 40.3 30.0 47.4 35.8 53.8 41.0 59.2 45.7 64.1 50.0 68.5 54.0 71.9 57.5

6" O.C.SASD 1370 1105 1339 1089 1317 1079 1300 1070 1287 1064 1276 1059 1267 1054G' 41.5 30.8 49.3 37.1 56.5 42.9 63.3 48.4 69.0 53.5 74.6 58.3 79.4 62.9

3" O.C.SASD 1370 1105 1339 1089 1317 1079 1300 1070 1287 1064 1276 1059 1267 1054G' 42.4 31.3 51.0 38.2 58.8 44.4 66.2 50.5 73.0 56.2 79.4 61.3 85.5 66.7

16

36" O.C.SASD 813 666 722 601 657 554 608 519 570 492 540 470 516 452G' 62.1 46.9 69.4 53.5 74.6 58.6 78.7 62.4 81.3 65.4 83.3 67.7 84.0 69.5

24" O.C.SASD 908 751 825 695 766 654 721 624 687 599 659 580 637 565G' 63.3 47.8 71.4 55.2 77.5 61.0 82.6 65.7 86.2 69.6 89.3 72.9 91.7 75.6

18" O.C.SASD 993 825 919 776 865 741 825 715 794 694 768 677 748 663G' 64.1 48.8 73.0 56.5 80.0 62.9 86.2 68.5 90.1 73.0 94.3 76.9 97.1 80.0

12" O.C.SASD 1136 940 1077 905 1035 880 1002 860 977 845 957 833 940 823G' 65.8 49.8 75.8 58.1 84.0 65.7 90.9 72.1 97.1 77.8 102.0 82.8 106.4 87.2

6" O.C.SASD 1404 1128 1376 1114 1355 1105 1340 1097 1328 1091 1318 1087 1310 1083G' 68.5 51.8 80.0 61.3 90.1 70.2 99.0 78.2 107.5 85.5 114.9 92.1 120.5 98.2

3" O.C.SASD 1404 1128 1376 1114 1355 1105 1340 1097 1328 1091 1318 1087 1310 1083G' 70.9 53.2 84.0 64.1 96.2 74.1 106.4 82.6 116.3 91.7 125.0 99.0 133.3 106.4

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness greater than or equal to 1/4".2 Tabulated ASD diaphragm shear loads are calculated with a safety factor (Ω) of 2.35 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply values in

table by 2.35 and divide by a safety factor (Ω) of 2.50. Panel buckling has been checked.3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors.4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section


914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''




Load Resistance Factor Design (LRFD) – Factored Resistance Diaphragm Shears, SLRFD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-ENP-19 L15 Fasteners with 36/9 or 36/7 End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 1322 922 1131 796 977 699 863 630 778 578 717 540 670 511

G' 55.7 52.8 61.5 57.5 65.6 60.5 68.3 62.4 69.9 63.7 71.4 64.1 71.9 64.5

24" O.C.SLRFD 1415 1024 1232 904 1101 820 987 754 902 702 841 664 794 635

G' 56.2 53.7 62.5 59.0 67.0 62.7 70.2 65.3 72.5 67.1 74.1 68.5 75.2 69.4

18" O.C.SLRFD 1504 1122 1328 1006 1203 926 1110 867 1025 822 965 786 918 757

G' 56.8 54.3 63.3 60.2 68.0 64.5 71.9 67.6 74.6 69.9 76.9 71.9 78.1 73.5

12" O.C.SLRFD 1669 1303 1509 1199 1394 1126 1308 1071 1241 1030 1188 997 1145 970

G' 57.5 55.7 64.6 62.3 70.2 67.4 74.5 71.4 78.1 74.6 80.6 77.5 83.3 79.4

6" O.C.SLRFD 2076 1739 1959 1666 1874 1614 1809 1575 1759 1545 1501 1501 1216 1216

G' 59.2 58.1 67.1 66.1 74.1 72.6 80.0 78.1 84.7 82.6 88.5 87.0 91.7 90.1

3" O.C.SLRFD 2577 2238 2517 2204 2473 2181 2440 2163 1900 1900 1501 1501 1216 1216

G' 61.0 60.2 69.9 69.4 78.1 77.5 84.7 84.0 90.1 89.3 95.2 94.3 100.0 99.0

20

36" O.C.SLRFD 1705 1202 1466 1044 1286 930 1142 842 1034 776 949 725 889 688

G' 78.5 73.3 84.6 77.7 88.2 80.0 90.1 81.0 91.0 81.2 90.9 81.3 90.9 80.6

24" O.C.SLRFD 1836 1346 1608 1196 1445 1091 1319 1014 1211 953 1126 902 1066 865

G' 79.5 74.9 86.2 80.2 90.5 83.5 93.2 85.4 94.8 86.6 96.2 87.0 96.2 87.7

18" O.C.SLRFD 1961 1483 1743 1340 1588 1240 1472 1167 1382 1111 1303 1067 1243 1031

G' 80.0 76.3 87.7 82.6 92.6 86.2 96.2 89.3 98.0 90.9 100.0 92.6 101.0 93.5

12" O.C.SLRFD 2190 1734 1995 1607 1855 1517 1749 1451 1667 1401 1602 1360 1548 1328

G' 81.8 78.5 89.9 85.9 95.8 91.2 100.2 95.1 103.5 98.1 106.4 100.0 107.5 102.0

6" O.C.SLRFD 2737 2315 2601 2231 2502 2171 2427 2126 2368 2092 1956 1956 1584 1584

G' 84.8 83.0 94.7 92.5 102.5 100.0 108.7 106.1 113.8 111.0 117.6 114.9 122.0 119.0

3" O.C.SLRFD 3369 2932 3305 2897 3259 2873 3224 2854 2475 2475 1956 1956 1584 1584

G' 88.5 87.0 100.0 99.0 108.7 107.5 117.6 116.3 123.5 122.0 129.9 128.2 135.1 133.3

18

36" O.C.SLRFD 2060 1456 1774 1267 1570 1136 1399 1032 1268 953 1167 891 1086 842

G' 123.5 113.6 128.4 115.0 129.6 114.7 129.1 113.2 127.5 111.2 125.5 109.1 123.5 106.4

24" O.C.SLRFD 2222 1634 1949 1454 1754 1329 1609 1237 1488 1167 1387 1111 1306 1061

G' 126.6 116.3 131.6 120.6 133.9 120.9 134.5 120.8 134.1 120.0 133.0 118.9 131.6 117.6

18" O.C.SLRFD 2375 1803 2116 1632 1930 1513 1792 1426 1684 1359 1599 1306 1525 1263

G' 128.2 119.0 135.1 123.5 137.0 126.6 138.9 128.2 140.8 128.2 138.9 126.6 138.9 126.6

12" O.C.SLRFD 2658 2111 2426 1960 2258 1854 2133 1775 2035 1715 1957 1667 1893 1628

G' 131.6 123.5 139.3 131.0 144.3 135.2 147.4 138.0 149.4 139.8 150.6 141.0 151.5 140.8

6" O.C.SLRFD 3325 2818 3165 2719 3048 2649 2960 2597 2891 2557 2805 2525 2272 2272

G' 138.9 133.3 149.5 144.7 157.7 152.6 163.9 158.7 168.7 163.4 172.4 167.2 175.4 169.5

3" O.C.SLRFD 4082 3554 4009 3514 3955 3486 3915 3465 3550 3448 2805 2805 2272 2272

G' 147.1 144.9 161.3 158.7 172.4 169.5 181.8 178.6 188.7 185.2 196.1 192.3 200.0 196.1

16

36" O.C.SLRFD 2098 1492 1811 1302 1607 1171 1448 1074 1317 994 1215 932 1133 883

G' 172.4 153.8 172.4 151.5 170.3 147.8 166.5 143.5 162.2 139.1 157.8 135.0 153.5 131.1

24" O.C.SLRFD 2270 1681 1998 1502 1804 1377 1659 1286 1547 1216 1451 1161 1369 1116

G' 175.4 158.7 178.6 158.7 177.0 157.2 174.7 154.4 171.7 151.4 168.4 148.5 165.2 145.7

18" O.C.SLRFD 2433 1860 2176 1691 1991 1573 1853 1486 1747 1419 1662 1367 1593 1324

G' 178.6 163.9 181.8 166.7 181.8 166.7 181.8 163.9 178.6 161.3 178.6 161.3 175.4 158.7

12" O.C.SLRFD 2731 2185 2503 2037 2338 1932 2214 1855 2118 1796 2041 1749 1978 1711

G' 185.2 172.4 192.3 175.4 193.4 179.1 194.4 179.9 194.4 180.1 193.9 179.8 193.0 179.4

6" O.C.SLRFD 3422 2913 3269 2820 3158 2753 3073 2704 3007 2666 2954 2635 2840 2611

G' 196.1 188.7 208.3 200.0 215.3 206.9 220.4 212.0 224.1 215.8 226.8 218.8 228.9 221.1

3" O.C.SLRFD 4177 3638 4110 3603 4062 3577 4025 3559 3996 3544 3506 3506 2840 2840

G' 212.8 208.3 227.3 222.2 238.1 232.6 250.0 243.9 256.4 250.0 263.2 256.4 263.2 263.2

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness greater than or equal to 1/4".2 Tabulated LRFD diaphragm shear loads are calculated with a phi factor (Φ) of 0.70 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table

by 0.70 and multiply by a phi factor (Φ) of 0.65. Panel buckling has been checked.3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors.4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section


914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''




Load Resistance Factor Design (LRFD) – Factored Resistance Diaphragm Shears, SLRFD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-ENP-19 L15 Fasteners with 36/5 or 36/4 End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 829 674 727 600 655 548 600 508 552 474 517 448 490 428

G' 13.6 9.9 16.3 11.9 18.8 13.8 21.0 15.6 23.0 17.2 24.8 18.7 26.3 20.1

24" O.C.SLRFD 915 753 820 687 753 640 703 604 664 576 633 554 607 536

G' 13.6 9.9 16.4 12.0 19.0 14.0 21.4 15.9 23.5 17.6 25.5 19.3 27.3 20.8

18" O.C.SLRFD 993 823 907 765 845 722 798 690 761 665 732 645 709 629

G' 13.7 10.0 16.6 12.1 19.2 14.2 21.7 16.1 23.9 17.9 26.0 19.6 28.0 21.3

12" O.C.SLRFD 1131 939 1059 894 1007 861 967 836 936 816 911 800 891 787

G' 13.8 10.0 16.8 12.2 19.5 14.4 22.1 16.4 24.6 18.3 26.8 20.2 29.0 21.9

6" O.C.SLRFD 1416 1151 1376 1130 1346 1115 1324 1104 1307 1095 1293 1087 1216 1081

G' 14.0 10.1 17.1 12.4 20.0 14.7 22.8 16.8 25.4 18.9 28.0 20.9 30.4 22.8

3" O.C.SLRFD 1416 1151 1376 1130 1346 1115 1324 1104 1307 1095 1293 1087 1216 1081

G' 14.1 10.2 17.3 12.6 20.4 14.9 23.3 17.1 26.1 19.3 28.8 21.4 31.4 23.5

20

36" O.C.SLRFD 1079 881 952 790 862 725 795 676 743 638 696 608 661 582

G' 21.1 15.4 24.9 18.4 28.3 21.2 31.3 23.6 33.7 25.7 35.8 27.7 37.7 29.4

24" O.C.SLRFD 1198 989 1083 910 1000 852 938 809 890 775 851 748 820 726

G' 21.2 15.5 25.3 18.7 28.8 21.6 32.1 24.2 34.8 26.6 37.3 28.7 39.5 30.8

18" O.C.SLRFD 1306 1084 1202 1015 1126 964 1069 926 1025 896 990 872 961 853

G' 21.4 15.6 25.5 18.9 29.2 21.9 32.7 24.6 35.7 27.2 38.5 29.5 41.0 31.7

12" O.C.SLRFD 1492 1237 1407 1186 1345 1148 1299 1119 1262 1096 1233 1078 1209 1063

G' 21.6 15.8 25.9 19.1 29.9 22.3 33.6 25.2 36.9 28.0 40.0 30.6 42.9 33.0

6" O.C.SLRFD 1856 1500 1813 1478 1781 1462 1757 1450 1738 1441 1723 1433 1584 1427

G' 22.0 16.0 26.6 19.6 30.9 22.9 35.0 26.2 38.8 29.2 42.4 32.2 45.9 35.0

3" O.C.SLRFD 1856 1500 1813 1478 1781 1462 1757 1450 1738 1441 1723 1433 1584 1427

G' 22.3 16.2 27.1 19.9 31.7 23.4 36.1 26.8 40.2 30.1 44.1 33.2 47.8 36.2

18

36" O.C.SLRFD 1306 1067 1155 959 1047 881 967 823 905 778 856 742 810 713

G' 38.8 28.8 44.6 33.7 49.3 37.8 53.2 41.2 56.2 44.0 58.5 46.4 60.2 48.3

24" O.C.SLRFD 1453 1201 1316 1106 1217 1038 1143 986 1085 946 1040 914 1002 888

G' 39.2 29.2 45.5 34.4 50.8 38.9 55.2 42.8 58.8 46.1 61.7 49.1 64.5 51.5

18" O.C.SLRFD 1586 1317 1462 1235 1372 1175 1304 1130 1252 1095 1210 1067 1175 1043

G' 39.7 29.5 46.3 35.0 51.8 39.7 56.8 44.1 61.0 47.8 64.5 51.0 67.6 54.1

12" O.C.SLRFD 1812 1502 1712 1442 1640 1397 1585 1364 1542 1337 1507 1316 1479 1299

G' 40.3 30.0 47.4 35.8 53.8 41.0 59.2 45.7 64.1 50.0 68.5 54.0 71.9 57.5

6" O.C.SLRFD 2251 1815 2200 1790 2164 1772 2136 1759 2114 1748 2096 1739 2082 1732

G' 41.5 30.8 49.3 37.1 56.5 42.9 63.3 48.4 69.0 53.5 74.6 58.3 79.4 62.9

3" O.C.SLRFD 2251 1815 2200 1790 2164 1772 2136 1759 2114 1748 2096 1739 2082 1732

G' 42.4 31.3 51.0 38.2 58.8 44.4 66.2 50.5 73.0 56.2 79.4 61.3 85.5 66.7

16

36" O.C.SLRFD 1337 1095 1186 987 1079 910 999 853 937 808 888 772 848 743

G' 62.1 46.9 69.4 53.5 74.6 58.6 78.7 62.4 81.3 65.4 83.3 67.7 84.0 69.5

24" O.C.SLRFD 1492 1235 1356 1142 1259 1075 1185 1025 1129 985 1083 953 1046 928

G' 63.3 47.8 71.4 55.2 77.5 61.0 82.6 65.7 86.2 69.6 89.3 72.9 91.7 75.6

18" O.C.SLRFD 1632 1355 1510 1276 1422 1218 1356 1174 1304 1140 1263 1113 1229 1090

G' 64.1 48.8 73.0 56.5 80.0 62.9 86.2 68.5 90.1 73.0 94.3 76.9 97.1 80.0

12" O.C.SLRFD 1866 1545 1770 1487 1700 1446 1647 1414 1605 1389 1572 1369 1545 1352

G' 65.8 49.8 75.8 58.1 84.0 65.7 90.9 72.1 97.1 77.8 102.0 82.8 106.4 87.2

6" O.C.SLRFD 2307 1853 2261 1831 2227 1815 2202 1803 2182 1793 2165 1786 2152 1779

G' 68.5 51.8 80.0 61.3 90.1 70.2 99.0 78.2 107.5 85.5 114.9 92.1 120.5 98.2

3" O.C.SLRFD 2307 1853 2261 1831 2227 1815 2202 1803 2182 1793 2165 1786 2152 1779

G' 70.9 53.2 84.0 64.1 96.2 74.1 106.4 82.6 116.3 91.7 125.0 99.0 133.3 106.4

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness greater than or equal to 1/4".2 Tabulated LRFD diaphragm shear loads are calculated with a phi factor (Φ) of 0.70 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table



914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''




Limit States Design (LSD)- Factored Resistance Diaphragm Shears, SLSD, (N/mm) and Stiffness Factors, G', (103 N/mm) for Standard 38 mm Deep Flutes, 152 mm Center-to-Center Steel Deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) Installed with Hilti X-ENP-19 L15 Fasteners with 914/9 (36/9) or 914/7 (36/7) End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (mm)1200 1500 1800 2100 2400 2700 3000


22

900 mm o.c.SLSD 18.2 12.7 15.5 11.0 13.5 9.6 11.9 8.7 10.7 8.0 9.9 7.4 9.2 7.0G' 9.7 9.2 10.7 10.0 11.4 10.6 11.9 10.9 12.2 11.1 12.5 11.2 12.7 11.4

600 mm o.c.SLSD 19.4 14.1 16.9 12.4 15.1 11.3 13.6 10.4 12.4 9.7 11.6 9.1 10.9 8.7G' 9.8 9.3 10.9 10.3 11.7 10.9 12.3 11.4 12.7 11.8 13.0 12.0 13.2 12.2

450 mm o.c.SLSD 20.6 15.4 18.2 13.8 16.5 12.7 15.2 11.9 14.1 11.3 13.3 10.8 12.6 10.4G' 9.8 9.4 11.0 10.5 11.9 11.2 12.5 11.8 13.0 12.2 13.3 12.7 13.7 12.8

300 mm o.c.SLSD 22.9 17.9 20.7 16.5 19.1 15.5 18.0 14.7 17.1 14.1 16.3 13.7 15.7 13.3G' 10.0 9.7 11.2 10.8 12.2 11.7 13.0 12.5 13.7 13.0 14.1 13.5 14.5 13.9

150 mm o.c.SLSD 28.4 23.8 26.8 22.8 25.7 22.1 24.8 21.6 24.1 21.2 21.2 20.8 17.2 17.2G' 10.3 10.1 11.7 11.5 12.9 12.6 13.9 13.6 14.7 14.5 15.4 15.2 16.1 15.6

75 mm o.c.SLSD 35.0 30.4 34.2 29.9 33.6 29.6 33.1 29.3 26.8 26.8 21.2 21.2 17.2 17.2G' 10.5 10.5 12.2 12.0 13.5 13.5 14.7 14.5 15.6 15.6 16.7 16.4 17.5 17.2

20

900 mm o.c.SLSD 23.4 16.5 20.1 14.4 17.7 12.8 15.7 11.6 14.2 10.7 13.1 10.0 12.2 9.5G' 13.7 12.8 14.8 13.6 15.4 14.0 15.8 14.2 15.9 14.3 15.9 14.3 15.9 14.1

600 mm o.c.SLSD 25.2 18.5 22.1 16.4 19.9 15.0 18.2 13.9 16.7 13.1 15.5 12.4 14.7 11.9G' 13.8 13.1 15.0 14.0 15.8 14.6 16.3 15.0 16.6 15.2 16.7 15.4 16.9 15.4

450 mm o.c.SLSD 26.9 20.4 23.9 18.4 21.8 17.0 20.2 16.0 19.0 15.3 18.0 14.7 17.1 14.2G' 13.9 13.3 15.2 14.3 16.1 15.2 16.7 15.6 17.2 15.9 17.5 16.1 17.5 16.4

300 mm o.c.SLSD 30.0 23.8 27.4 22.0 25.5 20.8 24.0 19.9 22.9 19.2 22.0 18.7 21.3 18.2G' 14.2 13.7 15.7 15.0 16.7 15.9 17.5 16.6 18.1 17.2 18.5 17.5 18.9 17.9

150 mm o.c.SLSD 37.4 31.7 35.6 30.5 34.2 29.7 33.2 29.1 32.4 28.6 27.6 27.6 22.4 22.4G' 14.7 14.4 16.5 16.1 17.9 17.4 19.0 18.5 19.9 19.4 20.8 20.0 21.3 20.8

75 mm o.c.SLSD 45.7 39.8 44.9 39.3 44.2 39.0 43.7 38.9 35.0 35.0 27.6 27.6 22.4 22.4G' 15.4 15.2 17.2 17.2 18.9 18.9 20.4 20.0 21.7 21.3 22.7 22.2 23.3 23.3

18

900 mm o.c.SLSD 28.3 20.0 24.4 17.4 21.6 15.6 19.3 14.2 17.5 13.1 16.1 12.3 15.0 11.6G' 21.7 19.6 22.5 20.2 22.7 20.2 22.7 19.9 22.4 19.6 22.1 19.2 21.7 18.9

600 mm o.c.SLSD 30.5 22.4 26.8 20.0 24.1 18.3 22.1 17.0 20.5 16.1 19.1 15.3 18.0 14.6G' 22.2 20.4 23.0 21.0 23.5 21.3 23.6 21.2 23.6 21.1 23.4 20.8 23.3 20.8

450 mm o.c.SLSD 32.6 24.7 29.1 22.4 26.5 20.8 24.6 19.6 23.1 18.7 22.0 18.0 21.0 17.4G' 22.2 20.8 23.3 21.7 24.4 22.2 24.4 22.2 24.4 22.2 24.4 22.2 24.4 22.2

300 mm o.c.SLSD 36.4 28.9 33.3 26.9 31.0 25.4 29.3 24.4 27.9 23.6 26.9 22.9 26.0 22.4G' 22.7 21.7 24.4 22.9 25.3 23.7 25.8 24.2 26.2 24.6 26.4 25.0 26.3 25.0

150 mm o.c.SLSD 45.5 38.5 43.3 37.2 41.7 36.3 40.5 35.5 39.6 35.0 38.8 34.6 32.1 32.1G' 23.8 23.3 26.1 25.3 27.6 26.7 28.7 27.8 29.5 28.6 30.2 29.4 30.3 30.3

75 mm o.c.SLSD 55.4 48.2 54.4 47.7 53.7 47.3 53.1 47.0 50.1 46.8 39.6 39.6 32.1 32.1G' 25.6 25.0 27.8 27.8 30.3 29.4 31.3 31.3 33.3 32.3 34.5 33.3 34.5 34.5

16

900 mm o.c.SLSD 28.8 20.5 24.9 17.9 22.1 16.1 20.0 14.8 18.1 13.7 16.7 12.8 15.6 12.2G' 30.3 27.0 30.3 26.3 29.9 26.0 29.3 25.3 28.6 24.5 27.8 23.8 27.1 23.2

600 mm o.c.SLSD 31.2 23.1 27.5 20.7 24.8 19.0 22.8 17.7 21.3 16.7 20.0 16.0 18.9 15.4G' 30.3 27.8 31.3 27.8 31.1 27.6 30.7 27.2 30.2 26.7 29.7 26.2 29.1 25.7

450 mm o.c.SLSD 33.4 25.6 29.9 23.3 27.4 21.6 25.5 20.4 24.0 19.5 22.9 18.8 21.9 18.2G' 31.3 28.6 32.3 29.4 32.3 29.4 32.3 28.6 31.3 28.6 31.3 28.6 31.3 27.8

300 mm o.c.SLSD 37.5 30.0 34.4 28.0 32.1 26.5 30.4 25.5 29.1 24.7 28.1 24.0 27.2 23.5G' 32.3 30.3 33.3 31.3 33.9 31.4 34.1 31.6 34.2 31.7 34.1 31.6 34.0 31.6

150 mm o.c.SLSD 46.8 39.9 44.8 38.6 43.2 37.7 42.1 37.0 41.2 36.5 40.5 36.1 39.9 35.8G' 34.5 33.3 37.0 34.5 37.7 36.2 38.6 37.2 39.3 37.9 39.8 38.4 40.2 38.8

75 mm o.c.SLSD 56.7 49.4 55.8 48.9 55.2 48.6 54.7 48.3 54.3 48.1 49.5 47.9 40.1 40.1G' 37.0 35.7 40.0 38.5 41.7 41.7 43.5 43.5 45.5 43.5 45.5 45.5 47.6 45.5

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness greater than or equal to 6 mm.2 Tabulated LSD diaphragm shear loads are calculated with a phi factor (Φ) of 0.65 for wind loads. To calculate LSD values for load combinations involving earthquake, divide values in table


3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly.5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=(span, mm)/(SS, mm). Round up to the next whole sidelap connector.6 For 16 gauge steel deck or for high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4.7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Profis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected].

914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

914/9 (36/9) 914/7 (36/7)

c




914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

914/5 (36/5) 914/4 (36/4)

Limit States Design (LSD)- Factored Resistance Diaphragm Shears, SLSD, (N/mm) and Stiffness Factors, G', (103 N/mm) for Standard 38 mm Deep Flutes, 152 mm Center-to-Center Steel Deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) Installed with Hilti X-ENP-19 L15 Fasteners with 914/5 (36/5) or 914/4 (36/4) End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (mm)1200 1500 1800 2100 2400 2700 3000


22

900 mm o.c.SLSD 11.4 9.2 10.0 8.2 9.0 7.5 8.3 7.0 7.6 6.5 7.1 6.2 6.7 5.9G' 2.3 1.7 2.8 2.1 3.2 2.4 3.6 2.7 4.0 3.0 4.3 3.2 4.6 3.5

600 mm o.c.SLSD 12.5 10.3 11.3 9.4 10.3 8.8 9.7 8.3 9.1 7.9 8.7 7.6 8.3 7.4G' 2.4 1.7 2.8 2.1 3.3 2.4 3.7 2.8 4.1 3.1 4.4 3.3 4.7 3.6

450 mm o.c.SLSD 13.6 11.3 12.4 10.5 11.6 9.9 11.0 9.5 10.5 9.1 10.1 8.9 9.7 8.6G' 2.4 1.7 2.9 2.1 3.3 2.5 3.8 2.8 4.1 3.1 4.5 3.4 4.9 3.7

300 mm o.c.SLSD 15.5 12.8 14.5 12.2 13.8 11.8 13.3 11.4 12.8 11.2 12.5 11.0 12.2 10.8G' 2.4 1.7 2.9 2.1 3.4 2.5 3.8 2.8 4.3 3.2 4.7 3.5 5.0 3.8

150 mm o.c.SLSD 19.2 15.6 18.7 15.3 18.3 15.1 18.0 15.0 17.7 14.8 17.5 14.7 17.2 14.7G' 2.4 1.7 2.9 2.1 3.5 2.5 3.9 2.9 4.4 3.3 4.9 3.6 5.3 4.0

75 mm o.c.SLSD 19.2 15.6 18.7 15.3 18.3 15.1 18.0 15.0 17.7 14.8 17.5 14.7 17.2 14.7G' 2.4 1.8 3.0 2.2 3.5 2.6 4.0 3.0 4.5 3.3 5.0 3.7 5.4 4.0

20

900 mm o.c.SLSD 14.8 12.1 13.1 10.8 11.8 10.0 10.9 9.3 10.2 8.8 9.6 8.4 9.1 8.0G' 3.6 2.7 4.3 3.2 4.9 3.7 5.4 4.1 5.8 4.5 6.3 4.8 6.6 5.1

600 mm o.c.SLSD 16.4 13.6 14.9 12.5 13.7 11.7 12.9 11.1 12.2 10.6 11.7 10.3 11.3 10.0G' 3.7 2.7 4.4 3.2 5.0 3.7 5.6 4.2 6.1 4.6 6.5 5.0 6.9 5.3

450 mm o.c.SLSD 17.9 14.8 16.5 13.9 15.4 13.2 14.7 12.7 14.1 12.3 13.6 12.0 13.2 11.7G' 3.7 2.7 4.4 3.3 5.1 3.8 5.6 4.3 6.2 4.7 6.7 5.1 7.1 5.5

300 mm o.c.SLSD 20.4 16.9 19.3 16.2 18.4 15.7 17.8 15.3 17.3 15.0 16.9 14.8 16.6 14.6G' 3.7 2.7 4.5 3.3 5.2 3.9 5.8 4.4 6.4 4.8 6.9 5.3 7.5 5.7

150 mm o.c.SLSD 25.2 20.3 24.6 20.0 24.2 19.8 23.8 19.7 23.6 19.5 23.4 19.4 22.4 19.4G' 3.8 2.8 4.6 3.4 5.3 4.0 6.1 4.5 6.7 5.1 7.4 5.6 7.9 6.1

75 mm o.c.SLSD 25.2 20.3 24.6 20.0 24.2 19.8 23.8 19.7 23.6 19.5 23.4 19.4 22.4 19.4G' 3.8 2.8 4.7 3.4 5.5 4.0 6.3 4.6 6.9 5.2 7.6 5.7 8.3 6.3

18

900 mm o.c.SLSD 17.9 14.6 15.9 13.2 14.4 12.1 13.3 11.3 12.4 10.7 11.8 10.2 11.2 9.8G' 6.7 5.0 7.8 5.8 8.5 6.6 9.3 7.2 9.8 7.7 10.2 8.1 10.5 8.5

600 mm o.c.SLSD 19.9 16.5 18.1 15.2 16.7 14.2 15.7 13.5 14.9 13.0 14.3 12.5 13.8 12.2G' 6.8 5.1 7.9 6.0 8.8 6.7 9.6 7.4 10.2 8.0 10.8 8.5 11.2 9.0

450 mm o.c.SLSD 21.7 18.0 20.0 16.9 18.8 16.1 17.9 15.5 17.2 15.0 16.6 14.6 16.1 14.3G' 6.8 5.1 8.0 6.1 9.0 6.9 9.9 7.6 10.6 8.3 11.2 8.9 11.8 9.4

300 mm o.c.SLSD 24.8 20.5 23.4 19.7 22.5 19.1 21.7 18.7 21.1 18.3 20.7 18.0 20.3 17.8G' 7.0 5.2 8.2 6.2 9.3 7.1 10.3 7.9 11.1 8.7 11.9 9.4 12.5 10.0

150 mm o.c.SLSD 30.6 24.6 29.9 24.3 29.4 24.0 29.0 23.9 28.7 23.7 28.4 23.6 28.2 23.5G' 7.2 5.3 8.5 6.4 9.8 7.4 11.0 8.4 12.0 9.3 13.0 10.1 13.9 10.9

75 mm o.c.SLSD 30.6 24.6 29.9 24.3 29.4 24.0 29.0 23.9 28.7 23.7 28.4 23.6 28.2 23.5G' 7.4 5.4 8.8 6.6 10.2 7.7 11.5 8.7 12.7 9.7 13.7 10.6 14.7 11.5

16

900 mm o.c.SLSD 18.4 15.0 16.3 13.6 14.8 12.5 13.7 11.7 12.9 11.1 12.2 10.6 11.7 10.2G' 10.8 8.1 12.0 9.3 13.0 10.2 13.7 10.9 14.3 11.4 14.5 11.8 14.7 12.2

600 mm o.c.SLSD 20.5 16.9 18.6 15.7 17.3 14.8 16.3 14.1 15.5 13.5 14.9 13.1 14.4 12.7G' 11.0 8.3 12.5 9.6 13.5 10.6 14.5 11.5 15.2 12.1 15.6 12.7 16.1 13.2

450 mm o.c.SLSD 22.4 18.6 20.7 17.5 19.5 16.7 18.6 16.1 17.9 15.6 17.3 15.3 16.9 15.0G' 11.1 8.4 12.7 9.8 13.9 11.0 14.9 11.9 15.9 12.7 16.4 13.3 16.9 14.1

300 mm o.c.SLSD 25.5 21.1 24.2 20.3 23.3 19.8 22.6 19.4 22.0 19.0 21.6 18.7 21.2 18.5G' 11.4 8.6 13.2 10.1 14.5 11.4 15.9 12.5 16.9 13.5 17.9 14.4 18.5 15.2

150 mm o.c.SLSD 31.3 25.2 30.7 24.9 30.2 24.6 29.9 24.5 29.6 24.3 29.4 24.2 29.2 24.1G' 11.9 8.9 13.9 10.6 15.6 12.2 17.2 13.6 18.5 14.8 20.0 16.0 21.3 17.1

75 mm o.c.SLSD 31.3 25.2 30.7 24.9 30.2 24.6 29.9 24.5 29.6 24.3 29.4 24.2 29.2 24.1G' 12.3 9.3 14.5 11.1 16.7 12.8 18.5 14.3 20.0 15.9 21.7 17.2 23.3 18.5

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness greater than or equal to 6 mm.2 Tabulated LSD diaphragm shear loads are calculated with a phi factor (Φ) of 0.65 for wind loads. To calculate LSD values for load combinations involving earthquake, divide values in table


3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly.5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=(span, mm)/(SS, mm). Round up to the next whole sidelap connector.6 For 16 gauge steel deck or for high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4.7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Profis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected].

c




Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada)Diaphragm Table 36-7 w/X-ENP-19 L15 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel nestable deck fastened with Hilti X-ENP-19 L15 with screwed sidelaps (Canada only)1, 2, 3




1200Strength, SLSD 7.1 8.5 11.2 13.9 7.1 8.5 11.2 13.9 9.2 11.0 14.6 18.2 12.8 15.4 20.3 25.4


1500Strength, SLSD 5.6 8.5 8.9 11.3 6.7 8.0 10.6 13.2 8.5 10.2 13.4 16.8 12.2 14.7 19.4 24.3


1800Strength, SLSD 5.5 6.7 8.8 11.0 6.3 7.8 10.2 12.7 7.9 9.5 12.6 15.7 11.8 14.2 18.8 23.5


2100Strength, SLSD 4.7 5.6 7.5 9.4 5.4 6.6 8.7 10.9 7.5 9.2 12.0 15.0 11.5 13.9 18.3 22.9


2400Strength, SLSD 4.7 5.8 7.6 9.5 5.4 6.5 8.6 10.8 7.3 8.7 11.5 14.5 11.3 13.6 18.0 22.6


2700Strength, SLSD 4.2 5.1 6.7 8.5 5.3 6.5 8.6 10.8 7.1 8.5 11.2 14.0 11.0 13.4 17.6 22.2


3000Strength, SLSD 4.2 5.2 6.8 8.6 4.8 5.8 7.6 9.6 6.8 8.2 10.9 13.6 10.9 13.3 17.4 21.9


Diaphragm Table 36-4 w/X-ENP-19 L15 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel nestable deck fastened with Hilti X-ENP-19 L15 with screwed sidelaps (Canada only)1, 2, 3




1200Strength, SLSD 5.1 6.1 8.0 10.0 5.1 6.1 8.0 10.0 6.7 8.1 10.7 13.4 8.8 10.7 14.0 17.5


1500Strength, SLSD 4.2 5.1 6.7 8.3 5.1 6.1 8.0 10.0 6.3 7.8 10.2 12.7 8.7 10.5 13.7 17.2


1800Strength, SLSD 4.3 5.2 6.8 8.6 4.9 6.0 7.9 9.9 6.1 7.4 9.8 12.2 8.6 10.3 13.5 16.9


2100Strength, SLSD 3.6 4.5 6.0 7.5 4.3 5.3 6.9 8.7 6.0 7.3 9.5 11.9 8.5 10.2 13.4 16.8


2400Strength, SLSD 3.9 4.7 6.2 7.8 4.5 5.4 7.1 8.8 5.9 7.1 9.3 11.6 8.3 10.1 13.3 16.7


2700Strength, SLSD 3.4 4.1 5.5 6.9 4.5 5.4 7.2 8.9 5.8 6.9 9.2 11.4 8.3 10.1 13.2 16.6


3000Strength, SLSD 3.6 4.3 5.8 7.3 4.1 4.9 6.5 8.1 5.6 6.8 8.9 11.3 8.2 10.0 13.2 16.5



Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel deck fastened with Hilti X-ENP-19 L15 (Canada only)1, 2, 3




1200Strength, SLSD 6.1 7.5 10.1 12.9 6.1 7.5 10.1 12.9 6.9 8.6 11.9 15.6 8.2 10.5 15.0 20.4


1500Strength, SLSD 4.8 6.0 8.1 10.3 5.2 6.5 8.9 11.6 5.8 7.3 10.3 13.9 7.2 9.3 13.6 18.9


1800Strength, SLSD 4.2 5.3 7.3 9.6 4.6 5.6 8.0 10.7 5.1 6.5 9.3 12.7 6.6 8.6 12.8 17.9


2100Strength, SLSD 3.6 4.5 6.2 8.2 3.9 4.8 6.8 9.2 4.5 5.8 8.5 11.8 6.0 8.0 12.1 17.2


2400Strength, SLSD 3.3 4.2 5.9 7.9 3.5 4.5 6.3 8.7 4.1 5.3 7.9 11.0 5.6 7.5 11.5 16.6


2700Strength, SLSD 2.9 3.6 5.2 7.1 3.3 4.2 6.1 8.3 3.8 4.9 7.4 10.5 5.3 7.2 11.2 16.1


3000Strength, SLSD 2.8 3.5 5.1 6.9 2.9 3.8 5.4 7.5 3.5 4.7 7.1 10.0 5.1 6.9 10.8 15.6



c




Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada)Diaphragm Table 36-4 w/X-ENP-19 L15 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel deck fastened with Hilti X-ENP-19 L15 (Canada only)1,2,3




1200Strength, SLSD 4.3 5.4 7.2 9.3 4.3 5.4 7.2 9.3 4.9 6.2 8.7 11.5 6.0 7.6 11.0 14.8


1500Strength, SLSD 3.5 4.3 5.9 7.6 3.8 4.8 6.6 8.6 4.3 5.5 7.8 10.5 5.5 7.1 10.3 14.2


1800Strength, SLSD 3.2 3.9 5.5 7.4 3.4 4.2 6.1 8.2 3.9 5.1 7.2 9.9 5.2 6.7 10.0 13.7


2100Strength, SLSD 2.6 3.3 4.7 6.2 2.8 3.6 5.3 7.2 3.4 4.6 6.8 9.4 4.8 6.3 9.6 13.4


2400Strength, SLSD 2.5 3.2 4.6 6.2 2.6 3.4 5.1 7.1 3.2 4.2 6.5 8.9 4.6 6.1 9.3 13.2


2700Strength, SLSD 2.2 2.8 4.0 5.5 2.5 3.3 4.8 6.9 3.1 4.0 6.1 8.7 4.5 6.0 9.2 12.9


3000Strength, SLSD 2.1 2.7 4.0 5.5 2.2 2.9 4.3 6.1 2.8 3.9 5.9 8.5 4.3 5.8 8.9 12.7



Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 75 mm deep steel nestable deck fastened with Hilti X-ENP-19 L15 with screwed sidelaps (Canada only)1,2,3




2400Strength, SLSD 4.1 4.9 6.6 8.2 4.7 5.8 7.6 9.5 6.7 8.1 10.7 13.4 10.8 13.2 17.3 21.7


2700Strength, SLSD 3.6 4.5 5.8 7.3 4.8 5.9 7.6 9.6 6.6 7.9 10.5 13.2 10.7 12.9 17.0 21.5


3000Strength, SLSD 3.8 4.6 6.1 7.6 4.3 5.3 6.9 8.7 6.3 7.8 10.2 12.8 10.6 12.8 16.9 21.3


3300Strength, SLSD 3.4 4.2 5.5 6.9 4.5 5.3 7.1 8.8 6.2 7.6 10.0 12.6 10.5 12.7 16.8 21.0


3600Strength, SLSD 3.6 4.3 5.8 7.2 4.5 5.4 7.2 8.9 6.2 7.5 9.9 12.5 10.5 12.6 16.7 20.9


3900Strength, SLSD 3.3 4.0 5.3 6.7 4.1 5.1 6.6 8.3 6.1 7.4 9.8 12.2 10.3 12.6 16.6 20.8


4200Strength, SLSD 3.4 4.2 5.5 6.9 4.2 5.2 6.7 8.5 6.0 7.3 9.6 12.1 10.3 12.5 16.5 20.7



Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 75 mm deep steel deck fastened with Hilti X-ENP-19 L15 (Canada only)1,2,3




2400Strength, SLSD 2.7 3.4 4.8 6.6 2.9 3.8 5.4 7.3 3.5 4.6 6.8 9.6 5.1 6.8 10.7 15.5


2700Strength, SLSD 2.5 3.1 4.3 5.9 2.8 3.5 5.2 7.2 3.3 4.2 6.5 9.3 4.8 6.6 10.5 15.2


3000Strength, SLSD 2.4 2.9 4.2 5.9 2.5 3.2 4.7 6.5 3.1 4.1 6.2 9.0 4.6 6.3 10.1 14.9


3300Strength, SLSD 2.1 2.7 3.9 5.3 2.4 3.1 4.6 6.5 2.9 3.9 6.0 8.8 4.5 6.2 10.0 14.7


3600Strength, SLSD 2.1 2.7 3.9 5.4 2.4 3.1 4.6 6.5 2.8 3.8 5.9 8.6 4.3 6.0 9.8 14.5


3900Strength, SLSD 1.9 2.5 3.6 5.1 2.1 2.8 4.2 6.0 2.7 3.6 5.8 8.3 4.2 5.9 9.6 14.2


4200Strength, SLSD 1.9 2.5 3.6 5.1 2.1 2.8 4.2 6.0 2.6 3.5 5.6 8.2 4.1 5.8 9.5 14.1



c




3.5.3.4 Ordering InformationDX 860-ENP-L Decking System

Tools


DX 860-ENP-L Stand-Up Decking Tool Use on Demand service provides daily rental 1 pcs

Accessories

Description Notes QtyX-860-ENP Piston and Brake Spares Pack Piston and Brake Spares Pack 1 pcs


Description Notes QtyX-ENP-19 MXR Bulk Fastener/CartridgeCombo tf ≥1/4" (6 mm) 2,000 pcs

X-ENP-19 MXR Pallet Fastener/CartridgeCombo tf ≥1/4" (6 mm) 32,000 pcs

DX 76 Decking System

Tools

Description Notes QtyDX 76 Hand Held Decking Tool with MX76 Magazine

Includes 10 fastener magazine 1 pcs

Accessories

Description Notes QtyMX 76 Magazine Replacement magazine for DX 76-MX 1 pcs

X-76-FN-15Singlefastenerbaseplatefor DX 76

1 pcs

X-76-P-ENP piston (incl. piston stopper)Replacement piston and stopper for DX 76

1 pcs

X-76-PS piston stopper Replacement stopper for DX 76 1 pcs


Description Base Steel Thickness QtyX-ENP-19 MX Bulk Fastener/Cartridge Combo tf ≥1/4" (6 mm) 1,000 pcs

X-ENP-19 MX Pallet Fastener/CartridgeCombo tf ≥1/4" (6 mm) 32,000 pcs

Fasteners (Non-Combo)

Description Base Steel Thickness QtyX-ENP-19 L15 Fastener (Singles) tf ≥1/4" (6 mm) 100 pcs


Hilti Sidelap Connectors 3.5.4






S-SLC 01 M HWHCollated Sidelap Connectors

S-SLC 02 M HWHCollated Sidelap Connectors

S-SLC 01 M HWHSidelap Connector

S-SLC 02 M HWHSidelap Connectors

Approvals/ListingsICC-ES (International Code Council) ESR-2776 (AC43 for S-SLC 01 and S-SLC 02) ESR-2197 (AC43 for #10 HWH Screws) ESR-2196 (AC118 for S-SLC 02 and #10 HWH Screws)COLA (City of Los Angeles) RR 25877, RR 25678, RR 25296FM (Factory Mutual) S-SLC 01 M HWH and S-SLC 02 M HWH fasteners for securing Class 1 Steel Roof Deck sidelaps with 1-60 and 1-90 wind uplift ratings. S-SLC 02 M HWH listed for higher wind uplift ratings with FM Approved Lightweight Insulating Concrete Roof Deck Assemblies. Refer to FM RoofNav for specific assembly listings.

3.5.4.1 Product DescriptionThe Hilti Sidelap Fastening System consists of a stand up tool (SDT 30), an electric screwdriver (ST 1800) and collated Sidelap Connectors.

For nestable steel deck profiles, the tool of choice is the SDT 30. It uses the ST 1800 electric screwdriver to drive Sidelap Connectors through sidelaps ranging from 16 to 26 gauge in thickness. Featuring an adjustable torque clutch, the ST 1800 helps ensure proper fastening while minimizing overdrive.

In addition to sidelap fastening, installers also have the option to fasten steel deck to bar joist up to 3/16" in thickness. Using a collated 12-24 x 7/8 HWH4 self-drilling screw, frame fastening can also be performed with the SDT 30.

When compared with fastening individual, non-collated, screws, the SDT 30 offers the installer the capability to work upright. By improving the comfort and health of the installer, productivity remains high all day, helping keep the project on time and on budget.


Fastener Fastener Material

Fastener Plating

S-SLC 01 M HWH Carbon Steel 5 µm Zinc1

S-SLC 02 M HWH Carbon Steel 5 µm Zinc2

Hilti #10 HWH Screw Carbon Steel 5 µm Zinc2

1 EN/ISO 4042 A/3/E

2 ASTM F 1941

3.5.4.3 Technical DataAllowable Tension (Pullout or Pullover) and Shear Bearing Loads for Hilti SLC Sidelap Connectors1,2,3,4

Fastener

Sheet Steel Gauge22 to 22 20 to 20 18 to 18 16 to 16

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

S-SLC 01 M HWH5105 240 120 290 130 385

– –(0.47) (1.07) (0.53) (1.29) (0.58) (1.71)

S-SLC 02 M HWH85 240 100 290 130 385 165 485

(0.38) (1.07) (0.44) (1.29) (0.58) (1.71) (0.73) (2.16)Hilti #10

HWH Screw6

70 210 85 255 115 340 145 430(0.31) (0.93) (0.38) (1.13) (0.51) (1.51) (0.64) (1.91)

1 Based upon attachment of two-same thickness layers of ASTM A 1008 or minimum ASTM A653 SQ33 steel deck.

2 Allowable capacities based on a safety factor of 3.0.3 Allowable tension capacities based upon the controlling capacity of pullout, pullover or fastener tension

strength.4 Allowable shear capacities calculated according to Section 4.5 of SDI DDM03 for standard No. 12 screw.

For shear capacities when used in diaphragm applications in combination with Hilti deck frame fasteners, reference Qs values in Table 8 in Section 3.5.1.8.

5 Use of S-SLC 01 M HWH with 18 gauge steel deck is recommended only for standard tensile strength (45 ≤ fu ≤ 65 ksi) steel deck. For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH.

6 Allowable shear capacities calculated according to Section 4.5 of SDI DDM03 for standard No. 10 screw.


3.5.4 Hilti Sidelap Connectors


3.5.4.4 Ordering InformationSDT Stand-Up Decking Tool System

Tools


ST 1800 Adjustable Torque ScrewdriverIncludes tool with depth gauge, 13 ft supply Cord and operating instructions

1 pcs

SDT 30 Stand Up Tool (for use with the ST 1800)

Includes stand up tool, 2 grips, magazine, bit holder, nut setter, supply cord strain relief

Accessories

Description Notes QtySDT 30 Magazine Replacement magazine for SDT 30 1 pcs

SDT Integrated Driver & Setter Single piece design for SDT 30 1 pcs

Sidelap Connectors (Combos including ST 1800 & SDT 30)

Description Notes QtySDT 30, ST 1800 & 10,000 Sidelap Connector

Can include collated connector choices below

10,000 pcs

SDT 30, ST 1800 & 25,000 Sidelap Connector

Can include collated connector choices below

25,000 pcs


Can include collated fastener connector choices below

50,000 pcs


Can include collated connector choices below 100,000 pcs

Sidelap Connectors (Collated)*

Description Deck Thickness (GA) QtyS-SLC 01 M HWH 181, 20, 22, 24, 26 250

S-SLC 02 M HWH 16, 18, 20, 22 250

#10 HWH Screw 18, 20, 22, 24,26 250

1 Use of S-SLC 01 M HWH with 18 gauge steel deck is recommended only for standard tensile strength (45 ≤ fu ≤ 65 ksi) steel deck. For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH.

Optimized Diaphragm Shear Tables 3.5.5



Span = 4'-0''Allowable

Diaphragm Design Strength, plf*

Recommended Hilti Powder-Actuated Frame Fastener Pattern-Sidelap Spacing Hilti SLC (in. o.c.)*

X-ENP-19 with tf ≥ 1/4" X-EDN19* with 3/16" ≤ tf ≤ 3/8" X-EDNK22 with 1/8" ≤ tf < 3/16"

SASD (seismic)

SASD(wind) 22 ga. 20 ga. 18 ga. 16 ga. 22 ga. 20 ga. 18 ga. 22 ga. 20 ga. 18 ga.

272 289 36/3-48 36/3-48 36/3-48 36/3-48 36/3-48 36/4-48 36/4-48 36/4-48 36/4-48 36/4-48291 309 36/3-48 36/3-48 36/3-48 36/3-48 36/3-30 36/4-48 36/4-48 36/4-48 36/4-48 36/4-48311 331 36/3-42 36/3-48 36/3-48 36/3-48 36/3-24 36/4-48 36/4-48 36/4-36 36/4-48 36/4-48333 354 36/3-30 36/3-48 36/3-48 36/3-48 36/3-18 36/4-48 36/4-48 36/4-24 36/4-48 36/4-48356 379 36/3-24 36/3-48 36/3-48 36/3-48 36/4-30 36/4-48 36/4-48 36/4-20 36/4-48 36/4-48381 406 36/3-18 36/3-48 36/3-48 36/3-48 36/4-24 36/4-48 36/4-48 36/4-18 36/4-48 36/4-48408 434 36/3-14 36/3-42 36/3-48 36/3-48 36/4-18 36/4-48 36/4-48 36/4-14 36/4-48 36/4-48437 464 36/4-20 36/3-30 36/3-48 36/3-48 36/4-14 36/4-42 36/4-48 36/4-12 36/4-36 36/4-48467 497 36/4-18 36/3-20 36/3-48 36/3-48 36/4-12 36/4-30 36/4-48 36/5-16 36/4-24 36/4-42500 532 36/4-14 36/3-18 36/3-36 36/3-42 36/5-18 36/4-24 36/4-48 36/5-14 36/4-20 36/4-36535 569 36/4-12 36/4-24 36/3-24 36/3-30 36/5-14 36/4-20 36/4-42 36/9-48 36/4-18 36/4-24572 609 36/5-16 36/4-20 36/3-20 36/3-24 36/5-12 36/4-16 36/4-30 36/9-48 36/4-14 36/4-20612 651 36/5-14 36/4-18 36/3-16 36/3-18 36/9-48 36/4-14 36/4-24 36/9-30 36/4-12 36/4-18655 697 36/5-10 36/4-14 36/4-24 36/3-14 36/5-8 36/5-20 36/4-20 36/9-20 36/5-18 36/4-14701 746 36/5-8 36/4-12 36/4-20 36/4-24 36/9-24 36/5-16 36/4-18 36/9-16 36/5-14 36/4-12750 798 36/5-7 36/5-16 36/4-18 36/4-18 36/9-18 36/5-12 36/5-24 36/9-12 36/5-12 36/5-18802 854 36/9-24 36/5-14 36/4-14 36/4-16 36/9-14 36/9-48 36/5-20 36/9-10 36/9-42 36/5-14859 914 36/9-18 36/5-10 36/5-20 36/4-12 36/9-10 36/9-42 36/9-48 36/9-8 36/9-30 36/5-12919 977 36/9-12 36/5-8 36/5-16 36/5-18 36/9-8 36/9-24 36/7-20 36/9-7 36/9-20 36/7-16983 1046 36/9-10 36/5-7 36/5-14 36/5-14 36/9-7 36/9-20 36/9-48 36/11-8 36/9-16 36/9-241052 1119 36/9-8 36/5-6 36/5-10 36/5-12 36/9-6 36/9-16 36/9-48 36/11-7 36/9-12 36/9-201126 1197 36/9-7 36/9-16 36/5-8 36/5-10 36/11-7 36/9-12 36/9-30 36/11-6 36/9-10 36/7-101204 1281 36/9-5 36/9-12 36/5-7 36/5-8 36/11-6 36/9-10 36/9-20 36/9-8 36/9-121289 1371 36/11-7 36/9-10 36/9-20 36/9-24 36/11-5 36/9-8 36/11-30 36/9-7 36/9-101379 1467 36/11-5 36/9-8 36/9-16 36/9-18 36/11-4 36/9-6 36/11-20 36/9-6 36/9-81475 1570 36/11-4 36/9-7 36/9-12 36/9-14 36/11-3 36/11-8 36/11-16 36/11-7 36/9-71689 1797 36/11-3 36/11-7 36/9-8 36/9-8 36/11-71934 2057 36/11-4 36/9-5 36/9-62214 2355 36/11-3 36/11-5 36/11-62535 2697 36/11-3 36/11-4

* Please refer to footnotes listed at the end of this section on page 138.





SASD (seismic)


254 270 36/3-54 36/3-54 36/3-54 36/3-54 36/3-48 36/4-54 36/4-54 36/4-54 36/4-54 36/4-54272 289 36/3-54 36/3-54 36/3-54 36/3-54 36/3-36 36/4-54 36/4-54 36/4-48 36/4-54 36/4-54291 309 36/3-42 36/3-54 36/3-54 36/3-54 36/3-24 36/4-54 36/4-54 36/4-36 36/4-54 36/4-54311 331 36/3-30 36/3-54 36/3-54 36/3-54 36/3-20 36/4-54 36/4-54 36/4-30 36/4-54 36/4-54333 354 36/3-24 36/3-54 36/3-54 36/3-54 36/3-16 36/4-54 36/4-54 36/4-24 36/4-54 36/4-54356 379 36/3-20 36/3-54 36/3-54 36/3-54 36/4-24 36/4-54 36/4-54 36/4-20 36/4-54 36/4-54381 406 36/3-16 36/3-42 36/3-54 36/3-54 36/4-20 36/4-48 36/4-54 36/4-16 36/4-48 36/4-54408 434 36/4-24 36/3-30 36/3-54 36/3-54 36/4-16 36/4-42 36/4-54 36/4-14 36/4-36 36/4-54437 464 36/4-18 36/3-24 36/3-54 36/3-54 36/4-14 36/4-30 36/4-54 36/5-18 36/4-30 36/4-48467 497 36/4-16 36/3-20 36/3-42 36/3-42 36/5-18 36/4-24 36/4-54 36/5-14 36/4-24 36/4-36500 532 36/4-12 36/3-16 36/3-30 36/3-36 36/5-16 36/4-20 36/4-42 36/5-12 36/4-20 36/4-30535 569 36/5-18 36/4-24 36/3-24 36/3-24 36/5-12 36/4-18 36/4-36 36/9-42 36/4-16 36/4-24572 609 36/5-14 36/4-20 36/3-20 36/3-20 36/5-10 36/4-14 36/4-30 36/9-30 36/4-14 36/4-20612 651 36/5-12 36/4-16 36/3-14 36/3-16 36/9-36 36/4-12 36/4-24 36/9-20 36/5-18 36/4-18655 697 36/5-10 36/4-12 36/4-24 36/4-24 36/9-24 36/5-16 36/4-20 36/9-18 36/5-16 36/4-14701 746 36/5-8 36/5-18 36/4-18 36/4-20 36/9-18 36/5-14 36/5-24 36/9-14 36/5-12 36/5-20750 798 36/5-7 36/5-14 36/4-16 36/4-18 36/9-14 36/5-12 36/5-20 36/9-10 36/9-42 36/5-16802 854 36/9-18 36/5-12 36/4-12 36/4-14 36/9-12 36/9-36 36/5-18 36/9-8 36/9-30 36/5-14859 914 36/9-14 36/5-10 36/5-18 36/4-12 36/9-8 36/9-24 36/9-54 36/9-7 36/9-20 36/9-36919 977 36/9-10 36/5-8 36/5-14 36/5-16 36/9-8 36/9-20 36/9-54 36/9-6 36/9-18 36/7-14983 1046 36/9-8 36/5-7 36/5-12 36/5-12 36/9-6 36/9-16 36/9-42 36/11-7 36/9-14 36/7-12

1052 1119 36/9-7 36/9-18 36/5-10 36/5-10 36/9-5 36/9-12 36/9-30 36/11-6 36/9-12 36/9-181126 1197 36/9-6 36/9-14 36/5-8 36/5-8 36/11-6 36/9-10 36/9-20 36/9-8 36/9-141204 1281 36/9-5 36/9-10 36/5-7 36/5-7 36/11-5 36/9-8 36/11-30 36/9-8 36/9-121289 1371 36/11-6 36/9-8 36/9-16 36/9-18 36/11-4 36/9-7 36/11-20 36/9-6 36/9-101379 1467 36/11-5 36/9-7 36/9-12 36/9-14 36/11-3 36/9-6 36/11-16 36/11-8 36/9-81579 1679 36/11-3 36/9-5 36/9-8 36/9-10 36/11-6 36/11-81807 1923 36/11-5 36/9-6 36/9-62069 2201 36/11-3 36/11-6 36/11-62369 2520 36/11-4 36/11-4


3.5.5 Optimized Diaphragm Shear Tables







SASD (seismic)


237 253 36/3-60 36/3-60 36/3-60 36/3-60 36/3-48 36/4-60 36/4-60 36/4-60 36/4-60 36/4-60254 270 36/3-60 36/3-60 36/3-60 36/3-60 36/3-36 36/4-60 36/4-60 36/4-48 36/4-60 36/4-60272 289 36/3-48 36/3-60 36/3-60 36/3-60 36/3-30 36/4-60 36/4-60 36/4-36 36/4-60 36/4-60291 309 36/3-36 36/3-60 36/3-60 36/3-60 36/3-24 36/4-60 36/4-60 36/4-30 36/4-60 36/4-60311 331 36/3-30 36/3-60 36/3-60 36/3-60 36/3-20 36/4-60 36/4-60 36/4-24 36/4-60 36/4-60333 354 36/3-24 36/3-60 36/3-60 36/3-60 36/3-16 36/4-60 36/4-60 36/4-20 36/4-60 36/4-60356 379 36/3-18 36/3-48 36/3-60 36/3-60 36/4-20 36/4-60 36/4-60 36/4-18 36/4-48 36/4-60381 406 36/3-14 36/3-36 36/3-60 36/3-60 36/4-18 36/4-42 36/4-60 36/5-24 36/4-36 36/4-60408 434 36/3-12 36/3-30 36/3-60 36/3-60 36/5-24 36/4-36 36/4-60 36/5-20 36/4-30 36/4-48437 464 36/4-18 36/3-24 36/3-42 36/3-48 36/5-20 36/4-30 36/4-60 36/5-16 36/4-24 36/4-36467 497 36/4-14 36/3-18 36/3-36 36/3-36 36/5-16 36/4-24 36/4-48 36/5-14 36/4-20 36/4-30500 532 36/4-12 36/3-14 36/3-24 36/3-30 36/5-14 36/4-20 36/4-36 36/5-12 36/4-18 36/4-24535 569 36/5-16 36/3-12 36/3-20 36/3-24 36/5-12 36/4-16 36/4-30 36/9-30 36/4-16 36/4-24572 609 36/5-12 36/4-18 36/3-18 36/3-20 36/5-10 36/4-14 36/4-24 36/9-24 36/5-20 36/4-20612 651 36/5-10 36/4-14 36/3-14 36/3-16 36/5-8 36/4-12 36/4-20 36/9-18 36/5-16 36/4-16655 697 36/5-8 36/4-12 36/4-20 36/3-12 36/9-20 36/5-16 36/4-18 36/9-14 36/5-14 36/4-14701 746 36/5-8 36/5-16 36/4-18 36/4-18 36/9-14 36/5-12 36/5-24 36/9-12 36/5-12 36/5-18750 798 36/9-18 36/5-14 36/4-14 36/4-16 36/9-12 36/9-36 36/5-20 36/9-10 36/9-30 36/5-14802 854 36/9-14 36/5-12 36/4-12 36/4-14 36/9-10 36/9-24 36/9-60 36/9-8 36/9-24 36/5-12859 914 36/9-12 36/5-10 36/5-16 36/5-18 36/9-8 36/9-20 36/9-60 36/9-7 36/9-18 36/7-16919 977 36/9-10 36/5-8 36/5-14 36/5-14 36/9-7 36/9-16 36/9-42 36/9-6 36/9-14 36/7-14983 1046 36/9-8 36/5-7 36/5-10 36/5-12 36/9-6 36/9-14 36/9-30 36/11-7 36/9-12 36/7-12

1052 1119 36/9-7 36/9-14 36/5-8 36/5-10 36/11-7 36/9-10 36/9-20 36/11-6 36/9-10 36/9-161126 1197 36/11-8 36/9-12 36/5-8 36/5-8 36/11-6 36/9-8 36/9-18 36/9-8 36/9-121204 1281 36/11-6 36/9-10 36/9-18 36/5-7 36/11-5 36/9-8 36/11-20 36/9-7 36/9-101289 1371 36/9-4 36/9-8 36/9-14 36/9-16 36/11-4 36/9-6 36/11-16 36/9-6 36/9-81475 1570 36/11-4 36/9-6 36/9-10 36/9-10 36/11-3 36/11-6 36/11-6 36/9-61689 1797 36/9-4 36/9-7 36/9-7 36/11-61934 2057 36/11-4 36/9-5 36/9-52214 2355 36/11-3 36/11-5 36/11-5






SASD (seismic)


222 236 36/3-66 36/3-66 36/3-66 36/3-66 36/3-48 36/4-66 36/4-66 36/4-60 36/4-66 36/4-66237 253 36/3-66 36/3-66 36/3-66 36/3-66 36/3-42 36/4-66 36/4-66 36/4-48 36/4-66 36/4-66254 270 36/3-48 36/3-66 36/3-66 36/3-66 36/3-30 36/4-66 36/4-66 36/4-42 36/4-66 36/4-66272 289 36/3-42 36/3-66 36/3-66 36/3-66 36/3-24 36/4-66 36/4-66 36/4-30 36/4-66 36/4-66291 309 36/3-30 36/3-66 36/3-66 36/3-66 36/3-20 36/4-66 36/4-66 36/4-24 36/4-66 36/4-66311 331 36/3-24 36/3-60 36/3-66 36/3-66 36/3-18 36/4-66 36/4-66 36/4-24 36/4-60 36/4-66333 354 36/3-20 36/3-48 36/3-66 36/3-66 36/4-24 36/4-60 36/4-66 36/4-20 36/4-48 36/4-66356 379 36/3-18 36/3-42 36/3-66 36/3-66 36/4-20 36/4-48 36/4-66 36/4-16 36/4-42 36/4-60381 406 36/3-14 36/3-30 36/3-60 36/3-66 36/4-16 36/4-36 36/4-66 36/4-14 36/4-36 36/4-48408 434 36/4-18 36/3-24 36/3-48 36/3-48 36/4-14 36/4-30 36/4-60 36/5-18 36/4-30 36/4-42437 464 36/4-16 36/3-20 36/3-36 36/3-42 36/5-18 36/4-24 36/4-48 36/5-16 36/4-24 36/4-36467 497 36/4-14 36/3-18 36/3-30 36/3-36 36/5-14 36/4-20 36/4-42 36/5-12 36/4-20 36/4-30500 532 36/4-12 36/4-24 36/3-24 36/3-24 36/5-12 36/4-18 36/4-30 36/9-30 36/4-18 36/4-24535 569 36/4-10 36/4-20 36/3-20 36/3-20 36/5-10 36/4-16 36/4-24 36/9-24 36/4-14 36/4-20572 609 36/5-12 36/4-16 36/3-16 36/3-18 36/9-24 36/5-20 36/4-24 36/9-20 36/5-18 36/4-18612 651 36/5-10 36/4-14 36/3-14 36/4-24 36/5-8 36/5-16 36/4-20 36/9-16 36/5-16 36/4-16655 697 36/5-8 36/4-12 36/4-20 36/4-20 36/9-16 36/5-14 36/5-24 36/9-12 36/5-14 36/5-20701 746 36/5-7 36/4-10 36/4-16 36/4-18 36/9-12 36/5-12 36/5-20 36/9-10 36/5-12 36/5-16750 798 36/9-14 36/5-12 36/4-14 36/4-14 36/9-10 36/9-24 36/5-18 36/9-8 36/9-24 36/5-14802 854 36/9-12 36/5-10 36/4-12 36/4-12 36/9-8 36/9-20 36/9-60 36/9-8 36/9-20 36/5-12859 914 36/9-10 36/5-8 36/4-10 36/5-16 36/9-8 36/9-18 36/9-42 36/9-6 36/9-16 36/9-24919 977 36/9-8 36/5-8 36/5-12 36/5-14 36/9-6 36/9-14 36/9-30 36/11-7 36/9-14 36/9-20983 1046 36/9-7 36/9-16 36/5-10 36/5-12 36/11-7 36/9-12 36/9-24 36/11-6 36/7-8 36/9-16

1052 1119 36/9-6 36/9-12 36/5-8 36/5-10 36/11-6 36/9-10 36/9-18 36/9-10 36/9-141126 1197 36/9-5 36/9-10 36/5-8 36/5-8 36/9-4 36/9-8 36/11-20 36/9-8 36/9-121204 1281 36/11-6 36/9-8 36/9-14 36/5-7 36/11-4 36/9-7 36/11-18 36/9-7 36/9-101379 1467 36/11-4 36/9-6 36/9-10 36/9-12 36/11-3 36/11-7 36/11-12 36/11-6 36/9-71579 1679 36/11-3Z 36/11-6 36/9-7 36/9-8 36/11-71807 1923 36/11-4 36/9-5 36/9-62069 2201 36/11-3 36/9-4 36/11-6









SASD (seismic)


207 221 36/3-72 36/3-72 36/3-72 36/3-72 36/3-60 36/4-72 36/4-72 36/4-60 36/4-72 36/4-72222 236 36/3-72 36/3-72 36/3-72 36/3-72 36/3-48 36/4-72 36/4-72 36/4-48 36/4-72 36/4-72237 253 36/3-48 36/3-72 36/3-72 36/3-72 36/3-36 36/4-72 36/4-72 36/4-42 36/4-72 36/4-72254 270 36/3-42 36/3-72 36/3-72 36/3-72 36/3-30 36/4-72 36/4-72 36/4-36 36/4-72 36/4-72272 289 36/3-36 36/3-72 36/3-72 36/3-72 36/3-24 36/4-72 36/4-72 36/4-30 36/4-72 36/4-72291 309 36/3-30 36/3-72 36/3-72 36/3-72 36/3-20 36/4-72 36/4-72 36/4-24 36/4-60 36/4-72311 331 36/3-24 36/3-48 36/3-72 36/3-72 36/3-16 36/4-60 36/4-72 36/4-20 36/4-48 36/4-72333 354 36/3-20 36/3-42 36/3-72 36/3-72 36/3-14 36/4-48 36/4-72 36/4-18 36/4-42 36/4-60356 379 36/3-16 36/3-36 36/3-72 36/3-72 36/4-18 36/4-42 36/4-72 36/4-16 36/4-36 36/4-48381 406 36/4-20 36/3-30 36/3-48 36/3-60 36/4-16 36/4-30 36/4-60 36/4-14 36/4-30 36/4-48408 434 36/4-18 36/3-24 36/3-42 36/3-48 36/4-14 36/4-24 36/4-48 36/4-12 36/4-24 36/4-36437 464 36/4-14 36/3-20 36/3-36 36/3-36 36/4-12 36/4-24 36/4-42 36/5-14 36/4-20 36/4-30467 497 36/4-12 36/3-16 36/3-30 36/3-30 36/5-14 36/4-20 36/4-36 36/5-12 36/4-20 36/4-30500 532 36/5-16 36/3-14 36/3-24 36/3-24 36/5-12 36/4-18 36/4-30 36/9-24 36/4-16 36/4-24535 569 36/5-14 36/4-18 36/3-20 36/3-20 36/5-10 36/4-14 36/4-24 36/9-20 36/4-14 36/4-20572 609 36/5-12 36/4-16 36/3-16 36/3-18 36/9-20 36/5-18 36/4-20 36/9-16 36/5-18 36/4-18612 651 36/5-10 36/4-14 36/4-20 36/4-24 36/9-16 36/5-16 36/4-18 36/9-14 36/5-14 36/4-14655 697 36/5-8 36/4-12 36/4-18 36/4-20 36/9-14 36/5-14 36/5-24 36/9-12 36/5-12 36/5-18701 746 36/5-7 36/4-10 36/4-16 36/4-16 36/9-12 36/5-12 36/5-20 36/9-10 36/9-24 36/5-16750 798 36/9-14 36/5-12 36/4-12 36/4-14 36/9-10 36/9-24 36/9-48 36/9-8 36/9-20 36/5-14802 854 36/9-10 36/5-10 36/5-16 36/4-12 36/9-8 36/9-18 36/9-42 36/9-7 36/9-18 36/5-12859 914 36/9-8 36/5-8 36/5-14 36/4-10 36/9-7 36/9-16 36/9-30 36/9-6 36/9-14 36/7-14919 977 36/9-8 36/5-7 36/5-12 36/5-12 36/9-6 36/9-12 36/9-24 36/11-7 36/9-12 36/9-18983 1046 36/9-7 36/9-14 36/5-10 36/5-10 36/11-7 36/9-10 36/9-20 36/11-6 36/9-10 36/9-161052 1119 36/9-6 36/9-12 36/5-8 36/5-8 36/11-6 36/9-8 36/11-24 36/9-8 36/9-121126 1197 36/9-5 36/9-10 36/5-7 36/5-8 36/11-5 36/9-8 36/11-18 36/9-8 36/7-81289 1371 36/11-5 36/9-7 36/9-12 36/9-12 36/11-3 36/9-6 36/11-12 36/11-7 36/9-81475 1570 36/11-3 36/11-7 36/9-8 36/9-8 36/9-61689 1797 36/11-5 36/9-6 36/9-7 36/11-61934 2057 36/11-3 36/11-6 36/9-5






SASD (seismic)


194 206 36/3-72 36/3-72 36/3-78 36/3-78 36/3-60 36/4-72 36/4-78 36/4-60 36/4-72 36/4-72207 221 36/3-72 36/3-72 36/3-78 36/3-78 36/3-48 36/4-72 36/4-78 36/4-48 36/4-72 36/4-72222 236 36/3-60 36/3-72 36/3-78 36/3-78 36/3-42 36/4-72 36/4-78 36/4-48 36/4-72 36/4-72237 253 36/3-48 36/3-72 36/3-72 36/3-72 36/3-30 36/4-72 36/4-72 36/4-36 36/4-72 36/4-72254 270 36/3-36 36/3-72 36/3-72 36/3-72 36/3-24 36/4-72 36/4-72 36/4-30 36/4-72 36/4-72272 289 36/3-30 36/3-72 36/3-72 36/3-72 36/3-24 36/4-72 36/4-72 36/4-24 36/4-72 36/4-72291 309 36/3-24 36/3-60 36/3-72 36/3-72 36/3-20 36/4-60 36/4-72 36/4-24 36/4-60 36/4-72311 331 36/3-20 36/3-48 36/3-72 36/3-72 36/3-16 36/4-48 36/4-72 36/4-20 36/4-48 36/4-72333 354 36/3-18 36/3-36 36/3-72 36/3-72 36/3-14 36/4-42 36/4-72 36/4-18 36/4-42 36/4-60356 379 36/3-16 36/3-30 36/3-60 36/3-60 36/4-18 36/4-36 36/4-72 36/4-16 36/4-30 36/4-48381 406 36/4-20 36/3-24 36/3-48 36/3-48 36/4-14 36/4-30 36/4-48 36/5-18 36/4-30 36/4-42408 434 36/4-16 36/3-24 36/3-36 36/3-42 36/5-18 36/4-24 36/4-48 36/5-16 36/4-24 36/4-36437 464 36/4-14 36/3-20 36/3-30 36/3-36 36/5-16 36/4-20 36/4-36 36/5-14 36/4-20 36/4-30467 497 36/5-18 36/3-16 36/3-24 36/3-30 36/5-12 36/4-20 36/4-30 36/5-12 36/4-18 36/4-24500 532 36/5-14 36/4-20 36/3-20 36/3-24 36/5-12 36/4-16 36/4-24 36/9-20 36/4-16 36/4-24535 569 36/5-12 36/4-18 36/3-18 36/3-20 36/5-10 36/4-14 36/4-24 36/9-18 36/4-14 36/4-20572 609 36/4-8 36/4-14 36/3-16 36/3-16 36/9-18 36/5-18 36/4-20 36/9-14 36/4-12 36/4-18612 651 36/5-10 36/5-18 36/4-20 36/3-14 36/9-14 36/5-14 36/4-18 36/9-12 36/5-14 36/4-14655 697 36/5-8 36/5-16 36/4-18 36/4-18 36/9-12 36/5-12 36/5-20 36/9-10 36/5-12 36/5-18701 746 36/5-7 36/5-14 36/4-14 36/4-16 36/9-10 36/9-24 36/5-18 36/7-7 36/7-14 36/5-16750 798 36/9-12 36/5-12 36/5-18 36/4-14 36/9-8 36/9-20 36/9-42 36/9-8 36/9-18 36/5-14802 854 36/9-10 36/5-10 36/5-16 36/4-12 36/9-8 36/9-16 36/9-30 36/9-7 36/9-16 36/5-12859 914 36/9-8 36/5-8 36/5-12 36/5-14 36/9-7 36/9-14 36/9-24 36/9-6 36/9-14 36/7-14919 977 36/9-8 36/5-7 36/5-12 36/5-12 36/9-6 36/9-12 36/9-20 36/11-7 36/9-12 36/7-12983 1046 36/9-6 36/9-12 36/5-10 36/5-10 36/9-5 36/9-10 36/9-18 36/11-6 36/9-10 36/9-14

1052 1119 36/11-7 36/7-8 36/5-8 36/9-20 36/11-5 36/9-8 36/11-20 36/9-8 36/9-121204 1281 36/9-4 36/9-8 36/9-12 36/9-14 36/11-4 36/9-6 36/11-14 36/9-6 36/7-71379 1467 36/11-4 36/9-6 36/7-7 36/9-10 36/11-3 36/11-6 36/11-6 36/9-71579 1679 36/11-3 36/9-4 36/9-7 36/9-7 36/11-71807 1923 36/11-4 36/9-5 36/11-7









SASD (seismic)


194 206 36/3-72 36/3-72 36/3-84 36/3-84 36/3-48 36/4-72 36/4-84 36/4-60 36/4-72 36/4-72207 221 36/3-60 36/3-72 36/3-84 36/3-84 36/3-48 36/4-72 36/4-84 36/4-48 36/4-72 36/4-72222 236 36/3-48 36/3-72 36/3-72 36/3-72 36/3-36 36/4-72 36/4-72 36/4-42 36/4-72 36/4-72237 253 36/3-42 36/3-72 36/3-72 36/3-72 36/3-30 36/4-72 36/4-72 36/4-36 36/4-72 36/4-72254 270 36/3-36 36/3-72 36/3-72 36/3-72 36/3-24 36/4-72 36/4-72 36/4-30 36/4-72 36/4-72272 289 36/3-30 36/3-60 36/3-72 36/3-72 36/3-20 36/4-60 36/4-72 36/4-24 36/4-60 36/4-72291 309 36/3-24 36/3-48 36/3-72 36/3-72 36/3-18 36/4-48 36/4-72 36/4-20 36/4-48 36/4-72311 331 36/3-20 36/3-42 36/3-72 36/3-72 36/3-16 36/4-48 36/4-72 36/4-20 36/4-42 36/4-60333 354 36/3-18 36/3-36 36/3-60 36/3-72 36/4-20 36/4-36 36/4-72 36/4-16 36/4-36 36/4-48356 379 36/3-14 36/3-30 36/3-48 36/3-60 36/4-16 36/4-30 36/4-60 36/4-14 36/4-30 36/4-48381 406 36/4-18 36/3-24 36/3-42 36/3-48 36/4-14 36/4-30 36/4-48 36/5-18 36/4-24 36/4-42408 434 36/4-16 36/3-20 36/3-36 36/3-36 36/4-12 36/4-24 36/4-42 36/5-14 36/4-24 36/4-36437 464 36/4-14 36/3-18 36/3-30 36/3-30 36/5-14 36/4-20 36/4-36 36/5-12 36/4-20 36/4-30467 497 36/4-12 36/3-16 36/3-24 36/3-24 36/5-12 36/4-18 36/4-30 36/9-24 36/4-18 36/4-24500 532 36/5-14 36/4-20 36/3-20 36/3-24 36/5-10 36/4-16 36/4-24 36/9-20 36/4-16 36/4-20535 569 36/5-12 36/4-16 36/3-18 36/3-20 36/5-10 36/4-14 36/4-20 36/9-16 36/4-14 36/4-20572 609 36/5-10 36/4-14 36/3-14 36/3-16 36/9-16 36/4-12 36/4-20 36/9-14 36/4-12 36/4-16612 651 36/9-18 36/4-12 36/4-20 36/3-14 36/9-14 36/5-14 36/5-24 36/9-12 36/5-14 36/4-14655 697 36/5-8 36/5-14 36/4-16 36/4-18 36/9-12 36/5-12 36/5-20 36/9-10 36/5-12 36/5-18701 746 36/5-7 36/5-12 36/4-14 36/4-16 36/9-10 36/9-20 36/5-18 36/7-7 36/9-20 36/5-14750 798 36/5-6 36/4-8 36/4-12 36/4-14 36/9-8 36/9-18 36/9-36 36/9-8 36/9-18 36/5-12802 854 36/9-10 36/5-10 36/5-14 36/4-12 36/9-7 36/9-16 36/7-16 36/9-7 36/9-14 36/7-14859 914 36/9-8 36/5-8 36/5-12 36/5-14 36/11-8 36/9-12 36/9-24 36/9-6 36/9-12 36/9-18919 977 36/9-7 36/9-14 36/5-10 36/5-12 36/9-6 36/9-10 36/9-20 36/11-6 36/9-10 36/7-12983 1046 36/9-6 36/9-12 36/5-10 36/5-10 36/9-5 36/9-10 36/11-20 36/7-7 36/9-14

1052 1119 36/11-7 36/9-10 36/5-8 36/9-18 36/11-5 36/9-8 36/11-18 36/9-8 36/9-121204 1281 36/11-5 36/9-8 36/9-12 36/9-12 36/11-4 36/11-8 36/11-12 36/11-8 36/7-71379 1467 36/11-4 36/9-6 36/9-8 36/9-10 36/11-3 36/11-6 36/11-6 36/9-71579 1679 36/11-5 36/9-6 36/9-7 36/11-61807 1923 36/11-4 36/9-5 36/11-7






SASD (seismic)


181 193 36/3-72 36/3-72 36/3-90 36/3-90 36/3-60 36/4-72 36/4-90 36/4-60 36/4-72 36/4-72194 206 36/3-72 36/3-72 36/3-90 36/3-90 36/3-48 36/4-72 36/4-90 36/4-48 36/4-72 36/4-72207 221 36/3-60 36/3-72 36/3-72 36/3-72 36/3-42 36/4-72 36/4-72 36/4-42 36/4-72 36/4-72222 236 36/3-48 36/3-72 36/3-72 36/3-72 36/3-36 36/4-72 36/4-72 36/4-36 36/4-72 36/4-72237 253 36/3-36 36/3-72 36/3-72 36/3-72 36/3-30 36/4-72 36/4-72 36/4-30 36/4-72 36/4-72254 270 36/3-30 36/3-72 36/3-72 36/3-72 36/3-24 36/4-72 36/4-72 36/4-30 36/4-60 36/4-72272 289 36/3-24 36/3-60 36/3-72 36/3-72 36/3-20 36/4-60 36/4-72 36/4-24 36/4-48 36/4-72291 309 36/3-24 36/3-48 36/3-72 36/3-72 36/3-18 36/4-48 36/4-72 36/4-20 36/4-48 36/4-72311 331 36/3-20 36/3-42 36/3-72 36/3-72 36/3-14 36/4-42 36/4-72 36/4-18 36/4-42 36/4-60333 354 36/3-18 36/3-36 36/3-60 36/3-60 36/4-18 36/4-36 36/4-60 36/4-16 36/4-36 36/4-48356 379 36/3-14 36/3-30 36/3-48 36/3-48 36/4-16 36/4-30 36/4-48 36/5-20 36/4-30 36/4-42381 406 36/4-18 36/3-24 36/3-42 36/3-42 36/4-14 36/4-24 36/4-48 36/5-16 36/4-24 36/4-36408 434 36/4-16 36/3-20 36/3-30 36/3-36 36/5-16 36/4-24 36/4-36 36/5-14 36/4-20 36/4-30437 464 36/4-14 36/3-18 36/3-30 36/3-30 36/5-14 36/4-20 36/4-30 36/5-12 36/4-20 36/4-30467 497 36/5-16 36/3-14 36/3-24 36/3-24 36/5-12 36/4-18 36/4-30 36/7-14 36/4-18 36/4-24500 532 36/5-14 36/4-18 36/3-20 36/3-20 36/5-10 36/4-16 36/4-24 36/9-18 36/5-20 36/4-20535 569 36/5-12 36/4-16 36/3-18 36/3-20 36/9-18 36/4-14 36/4-20 36/9-16 36/5-18 36/4-20572 609 36/5-10 36/4-14 36/3-14 36/3-16 36/5-8 36/5-16 36/4-18 36/9-12 36/5-16 36/4-16612 651 36/5-8 36/5-16 36/4-18 36/4-20 36/5-7 36/5-14 36/5-20 36/9-12 36/5-12 36/5-20655 697 36/5-8 36/5-14 36/4-16 36/4-18 36/9-10 36/5-12 36/5-20 36/9-10 36/5-12 36/5-16701 746 36/5-7 36/5-12 36/4-14 36/5-20 36/9-10 36/9-20 36/9-36 36/9-8 36/9-18 36/5-14750 798 36/5-6 36/5-10 36/5-16 36/5-18 36/9-8 36/9-16 36/7-18 36/9-7 36/9-16 36/5-12802 854 36/7-7 36/9-18 36/5-14 36/5-16 36/9-7 36/9-14 36/7-16 36/11-8 36/9-14 36/7-14859 914 36/9-8 36/5-8 36/5-12 36/5-14 36/11-8 36/9-12 36/7-14 36/9-6 36/9-12 36/9-18919 977 36/9-7 36/5-7 36/5-10 36/5-12 36/11-7 36/9-10 36/9-18 36/11-6 36/9-10 36/9-14983 1046 36/9-6 36/5-6 36/9-18 36/5-10 36/9-5 36/7-7 36/11-20 36/7-7 36/7-10

1126 1197 36/11-6 36/9-8 36/5-7 36/9-14 36/11-4 36/9-7 36/11-14 36/9-7 36/9-101289 1371 36/11-8 36/9-10 36/7-8 36/11-6 36/11-6 36/9-71475 1570 36/9-5 36/9-7 36/9-8 36/11-71689 1797 36/11-7 36/9-6









SASD (seismic)


181 193 36/3-72 36/3-72 36/3-72 36/3-96 36/3-48 36/4-72 36/4-96 36/4-48 36/4-72 36/4-72194 206 36/3-60 36/3-72 36/3-72 36/3-72 36/3-48 36/4-72 36/4-72 36/4-48 36/4-72 36/4-72207 221 36/3-48 36/3-72 36/3-72 36/3-72 36/3-36 36/4-72 36/4-72 36/4-42 36/4-72 36/4-72222 236 36/3-42 36/3-72 36/3-72 36/3-72 36/3-30 36/4-72 36/4-72 36/4-36 36/4-72 36/4-72237 253 36/3-36 36/3-72 36/3-72 36/3-72 36/3-24 36/4-72 36/4-72 36/4-30 36/4-72 36/4-72254 270 36/3-30 36/3-60 36/3-72 36/3-72 36/3-24 36/4-60 36/4-72 36/4-24 36/4-60 36/4-72272 289 36/3-24 36/3-48 36/3-72 36/3-72 36/3-20 36/4-48 36/4-72 36/4-24 36/4-48 36/4-72291 309 36/3-20 36/3-42 36/3-72 36/3-72 36/3-18 36/4-42 36/4-72 36/4-20 36/4-42 36/4-60311 331 36/3-20 36/3-36 36/3-60 36/3-72 36/4-20 36/4-36 36/4-60 36/4-18 36/4-36 36/4-48333 354 36/3-16 36/3-30 36/3-48 36/3-60 36/4-18 36/4-36 36/4-60 36/4-16 36/4-30 36/4-48356 379 36/4-20 36/3-24 36/3-42 36/3-48 36/4-16 36/4-30 36/4-48 36/4-14 36/4-30 36/4-42381 406 36/4-16 36/3-24 36/3-36 36/3-42 36/4-14 36/4-24 36/4-42 36/5-16 36/4-24 36/4-36408 434 36/5-20 36/3-20 36/3-30 36/3-36 36/5-16 36/4-20 36/4-36 36/5-14 36/4-20 36/4-30437 464 36/5-16 36/3-18 36/3-24 36/3-30 36/5-14 36/4-20 36/4-30 36/5-12 36/4-20 36/4-24467 497 36/5-14 36/4-20 36/3-24 36/3-24 36/5-12 36/4-18 36/4-24 36/9-20 36/4-16 36/4-24500 532 36/4-10 36/4-18 36/3-20 36/3-20 36/5-10 36/5-20 36/4-24 36/7-12 36/5-20 36/4-20535 569 36/5-12 36/4-16 36/4-24 36/3-18 36/9-16 36/5-18 36/4-20 36/9-14 36/5-16 36/4-18572 609 36/5-10 36/4-14 36/4-20 36/3-16 36/5-8 36/4-12 36/4-18 36/9-12 36/5-14 36/4-16612 651 36/5-8 36/5-16 36/4-18 36/4-20 36/9-12 36/5-12 36/5-20 36/9-10 36/5-12 36/4-14655 697 36/5-8 36/5-14 36/4-16 36/4-16 36/9-10 36/5-12 36/5-18 36/9-10 36/7-14 36/5-16701 746 36/9-12 36/5-12 36/4-14 36/5-20 36/7-7 36/9-18 36/7-18 36/9-8 36/9-18 36/5-14750 798 36/9-10 36/5-10 36/5-16 36/5-16 36/9-8 36/9-16 36/7-16 36/9-7 36/9-14 36/5-12802 854 36/7-7 36/5-8 36/5-14 36/5-14 36/9-7 36/9-14 36/9-24 36/11-8 36/7-10 36/7-14859 914 36/9-8 36/5-8 36/5-12 36/4-10 36/9-6 36/9-12 36/9-20 36/11-7 36/9-12 36/7-12919 977 36/9-7 36/5-7 36/5-10 36/5-10 36/9-5 36/9-10 36/7-12 36/11-6 36/9-10 36/9-14983 1046 36/9-6 36/7-8 36/5-8 36/5-10 36/11-6 36/7-7 36/11-18 36/7-7 36/7-10

1126 1197 36/11-5 36/9-8 36/5-7 36/7-10 36/11-4 36/9-7 36/11-12 36/9-7 36/9-101289 1371 36/9-6 36/7-7 36/7-8 36/11-6 36/11-6 36/9-71475 1570 36/9-7 36/9-8 36/11-71689 1797 36/9-5 36/9-6






SASD (seismic)


169 180 36/3-72 36/3-72 36/3-72 36/3-72 36/3-48 36/4-72 36/4-72 36/4-48 36/4-72 36/4-72181 193 36/3-60 36/3-72 36/3-72 36/3-72 36/3-48 36/4-72 36/4-72 36/4-48 36/4-72 36/4-72194 206 36/3-48 36/3-72 36/3-72 36/3-72 36/3-42 36/4-72 36/4-72 36/4-42 36/4-72 36/4-72207 221 36/3-42 36/3-72 36/3-72 36/3-72 36/3-36 36/4-72 36/4-72 36/4-36 36/4-72 36/4-72222 236 36/3-36 36/3-72 36/3-72 36/3-72 36/3-30 36/4-72 36/4-72 36/4-30 36/4-60 36/4-72237 253 36/3-30 36/3-60 36/3-72 36/3-72 36/3-24 36/4-60 36/4-72 36/4-30 36/4-60 36/4-72254 270 36/3-30 36/3-48 36/3-72 36/3-72 36/3-20 36/4-48 36/4-72 36/4-24 36/4-48 36/4-72272 289 36/3-24 36/3-48 36/3-72 36/3-72 36/3-20 36/4-42 36/4-72 36/4-20 36/4-42 36/4-60291 309 36/3-20 36/3-42 36/3-60 36/3-72 36/3-16 36/4-42 36/4-60 36/4-20 36/4-36 36/4-60311 331 36/3-18 36/3-36 36/3-48 36/3-60 36/4-18 36/4-36 36/4-48 36/4-18 36/4-36 36/4-48333 354 36/3-16 36/3-30 36/3-48 36/3-48 36/4-16 36/4-30 36/4-48 36/4-16 36/4-30 36/4-42356 379 36/4-18 36/3-24 36/3-36 36/3-42 36/4-14 36/4-24 36/4-42 36/4-14 36/4-24 36/4-36381 406 36/4-16 36/3-20 36/3-36 36/3-36 36/5-16 36/4-24 36/4-36 36/4-12 36/4-24 36/4-30408 434 36/4-14 36/3-20 36/3-30 36/3-30 36/5-14 36/4-20 36/4-30 36/5-14 36/4-20 36/4-30437 464 36/5-16 36/3-16 36/3-24 36/3-24 36/4-10 36/4-18 36/4-30 36/5-12 36/4-18 36/4-24467 497 36/5-14 36/4-20 36/3-20 36/3-24 36/5-10 36/4-16 36/4-24 36/9-18 36/4-16 36/4-24500 532 36/4-10 36/4-16 36/3-18 36/3-20 36/5-10 36/4-14 36/4-20 36/9-14 36/4-14 36/4-20535 569 36/5-10 36/4-14 36/3-16 36/3-18 36/9-14 36/5-16 36/4-20 36/7-10 36/5-16 36/4-18572 609 36/5-10 36/5-16 36/4-20 36/4-20 36/5-8 36/5-14 36/4-18 36/9-12 36/5-14 36/4-16612 651 36/5-8 36/4-12 36/4-16 36/4-18 36/5-7 36/5-12 36/5-20 36/9-10 36/5-12 36/4-14655 697 36/9-12 36/4-10 36/4-14 36/4-16 36/9-10 36/9-18 36/7-20 36/9-8 36/9-18 36/5-16701 746 36/9-10 36/5-12 36/5-16 36/4-14 36/9-8 36/9-16 36/7-18 36/9-8 36/9-16 36/5-14750 798 36/7-7 36/5-10 36/4-12 36/5-16 36/9-7 36/9-14 36/7-16 36/9-7 36/9-14 36/5-12802 854 36/9-8 36/5-8 36/4-10 36/5-14 36/9-7 36/9-12 36/9-20 36/9-6 36/9-12 36/7-14859 914 36/9-7 36/5-8 36/5-12 36/5-12 36/9-6 36/9-10 36/9-18 36/11-6 36/9-10 36/9-16919 977 36/5-7 36/5-10 36/5-10 36/9-10 36/11-18 36/9-8 36/9-14

1052 1119 36/7-7 36/5-8 36/5-8 36/9-7 36/11-14 36/9-7 36/9-101204 1281 36/9-10 36/9-10 36/9-81379 1467 36/9-8 36/7-7 36/11-81579 1679 36/9-6 36/11-8 36/11-6









SASD (seismic)


138 147 36/3-72 36/3-72 36/3-120 36/3-120 36/3-72 36/4-72 36/4-120 36/4-72 36/4-72 36/4-72148 157 36/3-72 36/3-72 36/3-72 36/3-72 36/3-60 36/4-72 36/4-72 36/4-60 36/4-72 36/4-72158 168 36/3-72 36/3-72 36/3-72 36/3-72 36/3-48 36/4-72 36/4-72 36/4-60 36/4-72 36/4-72169 180 36/3-60 36/3-72 36/3-72 36/3-72 36/3-48 36/4-72 36/4-72 36/4-48 36/4-72 36/4-72181 193 36/3-48 36/3-72 36/3-72 36/3-72 36/3-42 36/4-72 36/4-72 36/4-42 36/4-72 36/4-72194 206 36/3-48 36/3-72 36/3-72 36/3-72 36/3-36 36/4-72 36/4-72 36/4-36 36/4-72 36/4-72207 221 36/3-42 36/3-72 36/3-72 36/3-72 36/3-30 36/4-72 36/4-72 36/4-36 36/4-72 36/4-72222 236 36/3-36 36/3-60 36/3-72 36/3-72 36/3-24 36/4-60 36/4-72 36/4-30 36/4-60 36/4-72237 253 36/3-30 36/3-48 36/3-72 36/3-72 36/3-24 36/4-48 36/4-72 36/4-24 36/4-48 36/4-72254 270 36/3-24 36/3-48 36/3-72 36/3-72 36/3-20 36/4-48 36/4-72 36/4-24 36/4-48 36/4-60272 289 36/3-24 36/3-42 36/3-60 36/3-72 36/4-24 36/4-42 36/4-60 36/4-20 36/4-42 36/4-60291 309 36/3-20 36/3-36 36/3-48 36/3-60 36/3-16 36/4-36 36/4-60 36/4-18 36/4-36 36/4-48311 331 36/3-18 36/3-30 36/3-48 36/3-48 36/4-18 36/4-30 36/4-48 36/4-16 36/4-30 36/4-48333 354 36/3-16 36/3-24 36/3-42 36/3-48 36/4-16 36/4-30 36/4-42 36/4-14 36/4-30 36/4-42356 379 36/4-18 36/3-24 36/3-36 36/3-42 36/4-14 36/4-24 36/4-36 36/5-16 36/4-24 36/4-36381 406 36/4-16 36/3-20 36/3-30 36/3-36 36/5-16 36/4-20 36/4-36 36/4-12 36/4-20 36/4-30408 434 36/4-14 36/3-18 36/3-24 36/3-30 36/5-14 36/4-20 36/4-30 36/5-12 36/4-20 36/4-30437 464 36/4-12 36/3-16 36/3-24 36/3-24 36/4-10 36/4-18 36/4-24 36/9-18 36/4-18 36/4-24467 497 36/4-10 36/4-18 36/3-20 36/3-24 36/5-10 36/4-16 36/4-24 36/9-16 36/4-16 36/4-20500 532 36/5-12 36/4-16 36/3-18 36/3-20 36/5-10 36/4-14 36/4-20 36/9-14 36/4-14 36/4-20535 569 36/5-10 36/4-14 36/3-16 36/3-16 36/9-14 36/5-16 36/4-18 36/7-10 36/5-16 36/4-18572 609 36/9-14 36/5-16 36/4-18 36/4-20 36/9-12 36/5-14 36/5-20 36/9-10 36/5-14 36/4-16612 651 36/5-8 36/5-14 36/4-16 36/4-18 36/9-10 36/5-12 36/5-18 36/9-10 36/5-12 36/5-18655 697 36/5-7 36/4-10 36/4-14 36/4-16 36/9-8 36/9-16 36/7-18 36/9-8 36/9-16 36/5-16701 746 36/9-10 36/5-10 36/5-16 36/4-14 36/9-8 36/9-14 36/9-24 36/9-7 36/9-14 36/5-14750 798 36/5-10 36/5-14 36/5-16 36/7-10 36/9-20 36/7-10 36/5-12859 914 36/9-12 36/5-10 36/5-12 36/9-10 36/7-12 36/9-10 36/7-12983 1046 36/9-14 36/9-14 36/11-14 36/9-12

1126 1197 36/9-10 36/9-12 36/9-81289 1371 36/7-7 36/7-7 36/9-7

1 SASD (seismic) values calculated by using a safety factor (Ω) of 2.50 for seismic loads. For SLRFD (seismic), multiply SASD (seismic) by 2.50 and then by a resistance factor (Φ) of 0.65. For SLSD (seismic), multiply SASD (seismic) by 2.50 and then by a resistance factor (Φ) of 0.60.

2 SASD (wind) values calculated by using a safety factor (Ω) of 2.35 for seismic loads. For SLRFD (wind), multiply SASD (wind) by 2.35 and then by a resistance factor (Φ) of 0.70. For SLSD (wind), multiply SASD (wind) by 2.35 and then by a resistance factor (Φ) of 0.65.

3 Tabulated fastening patterns apply to standard (Fy ≥ 33 ksi; Fu ≥ 45 ksi) or high strength (Fy ≥ 80 ksi; Fu ≥ 92 ksi) 1-1/2" deep, 6" center-to-center types B and BI steel deck.

4 With tf ≤ 1/4", X-EDNK22 may be used alternatively to X-EDN19

5 At diaphragm perimeter, Hilti powder-actuated frame fasteners should be spaced at identical spacing as sidelap connectors.

6 Panel buckling has been checked. Diaphragm shear stiffness should be calculated separately. Refer to Section 3.5.1.8.

7 Interpolation of diaphragm shear strength values is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear capacities directly.

8 Additional diaphragm fastening patterns and optimized attachment options can be developed from Hilti Profis DF Diaphragm Software version 2.0. Contact Hilti Technical Services or find more information at www.us.hilti.com (USA) or www.hilti.ca (Canada).

9 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span,ft) x 12)/(SS, in.). Round up to the next whole sidelap connector.

10 For 16 gauge steel deck or for high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. For more information on Hilti Sidelap Connectors refer to Section 3.5.4.

11 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Profis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected].



X-HVB Shear Connector 3.5.6

The Hilti X-HVB shear connector is a mechanically attached shear transfer deviceforuseincompositebeamconstructionwithsteelbeamsandconcreteslabsasanalternatetowelded studs.

Product Features

• Ductileconnections• Minimaldamagetocoatings• Fastandsimpleinstallation• Installinvirtuallyanyweather• Noelectricalpowersourcerequired

Guide Specification

Shear Connector: Shear connectors shallbeonepieceformedsteelwithzinc plating in accordance with ASTM B 633 SC1TypeIII.ConnectorsshallbeHiltiX-HVBassuppliedbyHiltiInc.

Installation:Shearconnectorsshallbeinstalled using Hilti X-ENP-21 HVB pow-der-actuated fasteners in accordance withmanufacturer’srecommendation.(Note: Do not use X-ENP-19 L15.)


wr

Yco

n

Hs

h r

wr


3.5.6.2 Material Specification

X-HVB: CarbonSteelwithFu = 39,000 psi ZincplatedforcorrosionresistanceinaccordancewithASTMB633,SC1, Type III.






Product Selection and Performance in Concrete Over Metal Deck Composite Floor Slabs3

X-HVBConnector

ConnectorHeight, Hsin. (mm)

Minimum SlabThickness, Ycon

in. (mm)

Maximum Rib Height, hrin. (mm)

wr /hr≥1.8wr /hr < 1.8

NominalShear Strength1, Qn

lb (kN)

AllowableShear Strength2,

qlb (kN)

X-HVB803-1/8 3-11/16 1-3/4 1-3/4 6294 3147(80) (93) (45) (45) (28.0) (14.0)

X-HVB953-3/4 4-1/4 2-3/8 2-1/4(95) (108) (60) (57)

X-HVB1104-5/16 4-13/16 2-15/16 2-5/8 7868 3934(110) (123) (75) (66) (35.0) (17.5)

X-HVB1254-15/16 5-7/16 3-1/8 2-15/16

(125) (138) (80) (75)

1 NominalshearstrengthtobeusedfordesignsperAISC-LRFDandunfactoredshearresistanceperAISCdesignformulas.

2 AllowableshearstrengthtobeusedfordesignsperAISC-ASD.

3 Tabulatedloadvaluesbaseduponinstallationinbasesteelgreaterthanorequalto5/16".



3.5.6 X-HVB Shear Connector

Connector placement along the beams

The ductile performance of the X-HVB connector allows distributionofthecalculatedrequirednumberofX-HVB’suniformlybetweenthepointsofzeroandmaximummoment.

Point loads

Applicationoflargepointloadscausesabruptchangesinshear.Toavoidexcessiveslip,additionalX-HVBconnectorsmaybenecessarybetweenthepointloadandthesupport.

Partial shear connection

AISC-LRFDandAISC-ASDbothrequirethatthecapacityoftheinstalledshearconnectorsmustbenolessthan25%of the calculated shear load for full composite design. This requirementisapplicable,independentofwhetherweldedstudsorX-HVB’sareusedfortheshearconnection.

Deflections

Beamdeflectionsarecomputedbyconventionalelasticformulas.Forbeamswithpartialshearconnection,deflectionsmaybeestimatedbyusingthefollowingformulafortheeffective moment of inertia:

Ieff = Is+nx(l t r – ls )ls = moment of inertia of steel sectionn = connection fractionl tr = moment of inertia with 100% connection

Continuous beams

HiltiX-HVBshearconnectorsarealsosuitableforuseincontinuouscompositebeams.Theconnectorsaredistributeduniformlybetweenthepointofzeromomentandthepointofmaximummoment.

To obtain access to Hilti’s BDES Composite Design Software, which designs and analyzes composite and non-composite beams using X-HVB shear connectors under distributed and point loads in accordance with AISC LRFD, contact Hilti Technical Support at 1-877-749-6337.

Condition Rg

w r ≥1.5 1.00hr

w r < 1.5 0.851

hr

1 For a single shear connector.

Strength Reduction Factors for Concrete Over Metal Deck Composite Floor Slabs

Ribs perpendicular to the beam Ribs parallel to the beam

Number of XHVB’s in One Rib Rg

1 1.00

2 0.85

≥3 0.70



X-HVB Shear Connector 3.5.6

3.5.6.4 Installation instructions


Connector Positioning (metaldeckingribstransversetobeam)

40≥1-9/16" 40≥1-9/16"= =

Wr ≥1-9/16"

= =

Wr ≥1-9/16"

d

50≥2" 4 d or 600

100

≤4Ycon or 24"

≥4"

Y con

100 100

> 100

≥4" ≥4" 50

51

50≥2" ≥2"

≤2"> 4"

1.OnetothreeX-HVB’sperrib. 2 X-HVB’stransverseorparalleltobeam.

3.WithoneX-HVBperrib,thelegmaybeeithercenteredintheriborpositionedtogivea1-9/16" (40 mm) clearance to thesideoftherib.

4.WithtwoorthreeX-HVB’sperrib,thelegsmaybeeithercenteredintheriboralternatedaboutthecenter.

Connector Positioning(ribsparalleltobeamandsolidslabs)

5a.Spacingalongtheribs(2"and3"U.S.compositefloordeckprofiles)

6.Ifthedeckinghasastiffenerintheribbottom,positiontheX-HVB’sagainstthe stiffener.

X-HVB’smaybeplacedwithzeroclearancetoedgeofflange.

5b.Spacingsalongtheribs(otherdeckingprofiles) Minimumspacing≥2"(50mm),howeverfordeckingprofileswith: wr /m < 0.7 and wr/hr < 1.8, the minimum spacing is increased from 2" to 4" (50 to 100 mm). m=spacingofribs

X-HVB Shear Connectors*Description Qty/PkgX-HVB80 250X-HVB95 250X-HVB110 250X-HVB125 200

Setting Equipment for X-HVB Shear Connectors

DescriptionDX-76X-76-F-HVB BaseplateX-76-P-HVB PistonX-76-PS Stop Ring

* X-HVBshearconnectorsmustbefastenedwiththeX-76-F-HVBfastenerguide,theX-76-P-HVB piston and the X-ENP-21 HVB fastener (sold separately)


3.6.1 Self-Drilling Screw Fastener Selection & Design

Screw Fastening Systems

3.6.1.1 Drill Point Selection

Top Material to be DrilledBottom Material to be Drilled

Top Material to be DrilledVoid or Insulation

Bottom Material to be Drilled

Total Thickness to be Drilled

Hole Diameter Larger than Screw Threads

Top Material Void or Insulation

Bottom Material to be Drilled



Drill Flute The length of the drill flute determines the metal thickness that can be drilled. The flute itself provides a channel for chip removal during drill-

ing action. If it becomes completely embedded in material, drill chips will be trapped in the flute and cutting action will cease. This will cause the point to burn up or break.

Point Length The unthreaded section from the point to the first thread should be long enough to assure the drilling action is complete before the

first thread engages the drilled metal. Screw threads advance at a rate of up to ten times faster than the drill flute can remove metal. All drilling therefore should be complete before threads begin to form.

Drilling Through Wood to Metal If your applica-tion calls for drilling through wood over 1/2" thick, a clear-ance hole is required. Select a fastener with

breakaway wings for this type of job. The wings will ream a clearance hole and break-off when they contact metal surface (minimum metal thickness 0.06") to be drilled.

Point Length

Winged ReamerDrill

Flute

Drilling Capacity – Material Thickness Recommendations (Steel to Steel)

Thic

knes

s of

mat

eria

l to

be d

rille

d (in

.)

0.500#2 Point #3 Point #4 Point #5 Point

0.500

0.400

0.300

0.200 0.210 0.2200.250 0.250

0.250

0.100 0.100 0.1100.140 0.175

0.175 0.175

0.035

0.100 0.110 0.110 0.110

Screw Diameter

#6, #8 #10 #8 #10 #12 #14 #12 #14 #12

Note: Meets or exceeds ASTM C 1513. Shaded areas represent total thickness of all steel including any void spaces between layers.



Self-Drilling Screw Fastener Selection & Design 3.6.1

Thread PitchThe thickness of material being fastened and diameter of the screw determine the type of thread pitch to be used. In general, the thinner the fastened materials, the fewer the number of threads. The thicker the material, the greater the number of threads. This principle is due to two primary methods of thread engagement/holding power: Clamping and Threading. In light gauge metal, the materials are actually being clamped together by the upper and lower threads.

Thinner base material requires a coarser thread pitch to assure proper clamping. The thicker the material, the finer the threads must be. In very thick metal (3/8" to 1/2" thick), a fine thread is advisable. This will allow the thread to tap into the base material with less installation torque than a coarse thread.

ClampingMaterial Being Fastened

Base Material

Threading

Clamping

Thread Engagement

3.6.1.2 Thread Selection

Thread LengthAlways choose a fastener with sufficient threads to fully engage in the base metal. For attachments to 1/4" base steel, a self-drilling screw should have at least 1/4" of threads. It is helpful, but not critical, that the threads also engage in the material being fastened. The head of the fastener provides the bearing force for the material being fastened, while the threads provide the clamping force in the base material.

Metal Gauge

Gauge

Aluminum Metal Sheet

(Approx. Thickness in decimal parts

of an inch)8 0.1285 0.16449 0.1144 0.1495

10 0.1019 0.134511 0.0907 0.119612 0.0808 0.104613 0.0720 0.089714 0.0641 0.074715 0.0571 0.067316 0.0508 0.059817 0.0493 0.053818 0.0403 0.047419 0.0359 0.041820 0.0320 0.035821 0.0285 0.032922 0.0253 0.029523 0.0226 0.026924 0.0201 0.023925 0.0179 0.020926 0.0159 0.017927 0.0142 0.016428 0.0126 0.0149

Fraction to Decimal

Fraction (in.) Decimal Equivalent (in.)

1/64 0.0151/32 0.0313/64 0.0461/16 0.0625/64 0.0783/32 0.0937/64 0.1091/8 0.125

9/64 0.1405/32 0.15611/64 0.1713/16 0.18713/64 0.2037/32 0.21815/64 0.234

1/4 0.250

Screw Diameter

Number Decimal Equivalent (in.)

#6 0.1380#7 0.1510#8 0.1640#10 0.1900#12 0.21601/4 0.25005/16 0.3125

The importance of IBC 2006 / 2009 compliant screws.

ICC-ES ESR-2196 provides IBC 2006 / 2009 recognition of Hilti’s Self-Drilling Screw Fasteners. This recognition was based on a comprehensive and rigorous independent evaluation of Hilti’s Self-Drilling Screw Fasteners to the latest IBC code requirements in ICC-ES AC118 Acceptance Criteria for Self-Tapping Screw Fasteners, as well as the AISI S904 and AISI S905 test standards.

AC118 provides the IBC code recognition and quality assurance for screw fasteners. ESR-2196 recognizes many types of Hilti screws for the most common applications including CFS connections, gypsum to CFS, etc. Specifically, ESR-2196 covers the HWH, PPH, PBH, PWH, PPCH, PFUCH and PFTH head style Hilti screws.

To ensure IBC 2006 / 2009 compliance of screws on your next project, reference ESR-2196.




LMFMT

3.6.1.4 Sealing Criteria

Sealing washer screws offer weather resistant fastenings where moisture or condensation is a factor. The washer helps seal the hole to help prevent moisture from dripping into the fastener threads, reducing corrosive build-up. As added protection against corrosion, all sealing washer screws come standard with Kwik-Cote coating. The torque control or depth gauge of the electric screwdrivers help ensure that the optimal seal is applied. (Reference Section 3.6.1.7).

3.6.1.5 Length Selection

Length of the screw (L)

Depending on the screwhead, there are two different ways to measure the overall length of a screw.

For HWH/HHWH, PPH, PTH, PFTH, SHWH and PPCH screws, the overall length is measured from the bottom of the washer under the head to the point of the screw.

For PWH, PFH, PBH and PFHUC screws, the overall length is measured from the top of the head to the point of the screw.

Maximum Total Thickness (MT)The maximum total thickness (MT) for all screws is the length of the threads reduced by the first three threads (protruding past the back-side of the base material). See drawings above and below.

The maximum total thickness (MT) describes the maximum thickness of all attachments to be fastened plus the base material.

3.6.1.3 Head Style Selection

HWH (HHWH)(High) Hex Washer Head : Washer face provides a bearing surface for the driving sockets.

PPH (PPFH)Phillips Pan (Framing) Head:Conventional head for general applications and provides low profile fastening.

PFHPhillips Flat Head:Used primarily in wood to countersink and seat flush without splintering the wood.

PWHPhillips Wafer Head:Large head provides the bearing surface necessary to seat flush in soft materials.

PBH Phillips Bugle Head:Used primarily for fastening drywall, plywood or insulation board to steel studs.

PTH (MPTH)(Modified) Phillips Truss Head: Large head and low profile provides surface area needed to attach wire lath to metal stud.

PPCHPhillips Pancake Conventional Head: Head for general applications and provides low and flat profile.

PFTHPhillips Flat Truss Head: Lowest profile head available for attaching metal to metal.

PFHUCPancake Framing Head Undercut: Used for countersinking where a full head taper would cause stand-off of the screw.

SHWHSlotted Hex Washer Head: Hex washer head with slot in center to provide additional drive connection.

L MF MT



Self-Drilling Screw Fastener Selection & Design 3.6.1

3.6.1.6 Corrosion Resistance GuidelinesSelf-Drilling Screw Fastener Selection Guidelines1,2,3,6

EnvironmentLow

Indoor - Dry: no moisture exposure

Medium Indoor & Exterior - Dry:

minimal moisture exposure

High Indoor & Exterior - Wet:

Heavy industrial or coastal areas with high prolonged moisture levels but no direct exposure to chlorides,

and average temperatures below 86 °F (30 °C).

Connection Type

Untreated Lumber-to-steel,

steel-to-steel, gypsum-to-steel

applications

Pressure Treated4 or Fire Retardant Lumber-to-steel;

aluminum-to-steel; dissimilar metals



applications; cement

board-to-steel





applications



ScrewFastener

Descriptions

Hardened Carbon Steel fasteners with electro-galvanized

(min. 5 - 13 microns), black

phosphate coatings

Carbon Steel, two-step heat

treated fasteners with Kwik-Cote

coating

Hardened Carbon Steel fasteners with Kwik-Cote

coating

Carbon Steel, two-step heat

treated fasteners with Kwik-Cote

coating

300 series5 stainless steel fastener

Screw Fastener

Designation

Hilti Zinc Plated Screws

Hilti Kwik-Flex

Hilti Self-Drilling Screws

with Kwik-Cote or Kwik-Seal Designation

Hilti Kwik-Flex

Hilti Bi-Metal

Kwik-Flex

Product Technical

Guide Section

Section 3.6.2 or 3.6.3

Section 3.6.4

Section 3.6.2

Section 3.6.4

Section 3.6.5

1 If the moisture content of Pressure Treated Lumber is high (> 18%) or unknown, stainless steel fasteners are recommended. Select appropriate stainless steel grade for your application.

2 Guidelines based on fastener coating /material resistance to environmental corrosion (commonly called rusting) and fastener hardening process/ resistance to hydrogen assisted stress corrosion cracking (HASCC). Evaluate site conditions which may affect these guidelines, such as: corrosive agents other than those listed; expected service life; other (non-environmental) types of corrosion, etc

3 In highly corrosive environments (such as direct exposure to chlorides with average temperatures above 86 °F (30 °C)) it is generally recommended that a Highly Corrosive Resistant (HCR) fastener be used. Contact Hilti Technical Support at 877-749-6337 for more information.

4 Pressure treated lumber refers to lumber such as SBX/DOT, Zinc borated ACQ, CA-B, CBA-A treated lumber.

5 Most 400 series stainless steels, such as 410 stainless steel, 410 super-passivated stainless steel and 400 modified stainless steel are generally considered susceptible to HASCC. Moreover, these grades of stainless steel are 18/0 – they contain chromium but no nickel which reduces corrosion resistance significantly when compared to 18/8 grades (302, 304) or 18/8/2 grade (316).

6 The decision as to which fastener optimally meets the demands of a specific application is ultimately the judgment of the Engineer of Record or other responsible person for the project.




3.6.1.7 Hilti Screw Fastener Installation InstructionsIt is essential that proper rpm, setting depth and torque be utilized when installing Hilti screws.

Install self-drilling screws perpendicular to the work surface. The self-drilling feature of the screw will drill a hole completely through the base material before tapping the threads. Do not apply excessive pressure. Too much pressure will slow the speed of the screwdriver, increasing the installation time and possibly leading to drill tip failure. The variable speed motors of Hilti screwdrivers enable the operator to start the screw in a precise position and drive it at the speed best suited for the application. Below, two recommended tools are discussed in detail. The tables below provide additional suggested tools as well as common socket and bit sizes.

The Hilti SD 2500 Siding Edition features a 2,500 rpm motor for fastening self-drilling screws in steel up to 1/4" (6 mm) thick. There is a depth gauge on the front of the tool for correct depth setting of screws.

The Hilti ST 1800 Heavy Duty Torque Adjustable Screwdriver features a 1,800 rpm for fastening self-drilling screws in steel up 1/2" (12 mm) thick. There is a depth gauge on the front of the tool for correct depth setting of screws. There is also an 18 position adjustable torque clutch for correct torque release setting of screws. By avoiding overdriving, proper torque adjustment will deliver consistent fastening quality.

The ST 1800 may also be operated with the SDT-30 for a stand-up decking system to fasten steel deck sidelaps.

Please reference the table on torque considerations below for more information on proper installation of Hilti Screw Fasteners.

Common Socket & Bit Sizes

Screw Size

Magnetic Nut Setter Size

Phillips Bit Size

#8 1/4" 2#10 5/16" 2#12 5/16" 31/4" 3/8" 3

Torque Considerations for Screw Fastening Applications3

No depth gauge or torque clutch required Depth gauge or torque clutch required

ApplicationsThese include, but are not limited to, typical applications involving interior drywall fastening, exterior sheathing, metal framing, HVAC duct and plywood to metal.

These include, but are not limited to, typical applications involving metal decking (both frame and sidelap), metal siding (both frame and sidelap), exterior façade and window glazing.

Any application involving sealing washers requires a depth gauge or torque clutch to help ensure that an optimal seal is achieved.

Considerations1

These applications may not require a corded or cordless screwdriver that features either an adjustable torque clutch or a properly adjusted depth gauge.

This is because the applications are considered non-structural and/or possess sufficient redundancy in fastening points that any impact of over-driving may be sufficiently mitigated.

These applications must utilize a corded or cordless screwdriver that features either an adjustable torque clutch or a properly adjusted depth gauge in order to ensure consistent fastening and achieve published connection capacities.

This is because the applications are considered structural elements of the design. Over-driving may cause connection failures or fastener failures that pos-sibly compromise the integrity of the connection.

Suggested Tools2

Corded: SD 2500, SD 4500, ST 1800, SD 2500 Siding Edition, SI 100Cordless: SF/H 14, SF/H 18, SD 4500-A, SID 144, SIW 144

Corded: SD 2500, SD 4500, ST 1800, SD 2500 Siding EditionCordless: SF/H 14, SF/H 18, SD 4500-A

1 Whether an application requires a depth gauge or torque clutch is the judgment of the person responsible for the project. If conditions are unknown or in doubt, use a screwdriver that features either an adjustable torque clutch or a properly adjusted depth gauge.

2 All published screw fastening connection capacities were developed using corded or cordless screwdriver tools with adjustable torque clutches. Over-driving a screw fastener can cause a connection failure in lighter gauge and lower strength steel base materials (the threads tapping the base material are stripped by excessive torque) or a fastener failure in heavier gauge and higher strength steel base materials (the screw is damaged or sheared by excessive torque). This type of damage is not always visually detectable. Regardless of the tool or its torque setting, test fastenings should always be performed to verify the appropriate torque is being applied.

2 For additional information, consult the Hilti Product Technical Guide or contact Hilti Technical Services at 877-749-6337.



Self-Drilling Screws 3.6.2






The Hilti Self-Drilling Screws are designed to drill their own hole in steel base materials up to 1/2" thick. These screws are available in a variety of head styles, thread lengths and drill-flute lengths for screw diameters #6 through 1/4". Hilti self-drilling screws meet ASTM C 1513, ASTM C 954 and SAE J78 standards, as applicable.

Product Features

• Hex head for metal-to-metal applications

• Flush head for wood-to-metal applications

• For metal from 0.035" to 0.500" thick

• Winged reamers for wood over 1/2" thick

• Stitch screws for light gauge metal-to-metal

• Sealing screws for water resistant fastenings


Listings/ApprovalsICC-ES (International Code Council) ESR-2196COLA (City of Los Angeles) RR 25678

3.6.2.2 Material SpecificationsMaterial ASTM A 510 Grade 1018-1022

Heat Treatment Case hardened and tempered • Sizes 8, 10 and 12: 0.004" to 0.009" case depth • Size 1/4": 0.005" to 0.011" case depth

Plating • Wood decking screws: Black Phosphate (8-18 x 1-5/16" PFH #3 and 8-18 x 1-15/16" and 5/16" PFH #3) • Kwik-Cote and Kwik-Seal screws: 0.0007" to 0.0015" Kwik-Cote Treatment Note: Due to environmental considerations, Hilti does not plate with cadmium. • Most Hilti zinc plated screws conform to ASTM F 1941 (which replaces ASTM B 633), as tested in accordance with ASTM B 117. The minimum zinc thickness is 5 microns. Refer to Section 3.6.2.5 for screw coating information.

Kwik-Cote Treatment Kwik-Cote is a unique copolymer coating that provides greater corrosion resistance than zinc or cadmium plating.

3.6.2.3 Technical DataUltimate Tensile Strengths – Pullout (Tension), lb (kN)1,2,3,4,5,6,7

Screw Designation

Nominal Diameter

in.

Thickness of steel member not in contact with the screw head, GA (in.)20 18 16 14 12 10

(0.036) (0.048) (0.060) (0.075) (0.105) (0.135)

#6 0.138190 250 320 395 555 715

(0.85) (1.11) (1.42) (1.76) (2.47) (3.18)

#7 0.151210 275 345 435 605 780

(0.93) (1.22) (1.53) (1.93) (2.69) (3.47)

#8 0.164225 300 375 470 660 845

(1.00) (1.33) (1.67) (2.09) (2.94) (3.76)

#10 0.190260 350 435 545 765 980

(1.16) (1.56) (1.93) (2.42) (3.40) (4.36)

#12 0.216295 395 495 620 870 1120

(1.31) (1.76) (2.20) (2.76) (3.87) (4.98)

1/4 in. 0.250345 460 575 715 1000 1290

(1.53) (2.05) (2.56) (3.18) (4.45) (5.74)

1 The lower of the ultimate pull-out, pullover, and tension fastener strength of screw should be used for design.2 Load values based upon calculations done in accordance with Section E4 of the AISI North American Specification for the Design of Cold-Formed Steel

Structural Members (NASPEC) 2007 edition.3 The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design, a Φ factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be

applied for LSD design.4 ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables.5 The screw diameters in the table above are available in head styles of pan, hex washer, pancake, flat, wafer and bugle.6 The load data in the table is based upon sheet steel with Fu = 45 ksi. For Fu = 55 ksi steel, multiply values by 1.22. For Fu = 65 ksi steel, multiply values by 1.44.7 Refer to Section 3.6.2.5 to ensure drilling capacities.

ICC-ES ESR-2196, provides IBC 2006/2009 recognition of Hilti’s Self-Drilling Screw fasteners for most common applications (e.g. CFS connections, gypsum to CFS, etc.), including HWH, PPH, PBH, PWH, PPCH, PFUCH and PFTH head style screws.



3.6.2 Self-Drilling Screws

Ultimate Tensile Strengths – Pullover (Tension), lb (kN)1,2,3,4,5,6,7

Screw Designation

Washer or Head Diameter

in.

Thickness of steel member in contact with the screw head, GA (in.)22 20 18 16 14 12 10

(0.030) (0.036) (0.048) (0.060) (0.075) (0.105) (0.135)Hex Washer Head (HWH)

#8 0.335 675 815 1000 1000 1000 1000 1000(3.00) (3.63) (4.45) (4.45) (4.45) (4.45) (4.45)

#10 0.399 805 970 1290 1370 1370 1370 1370(3.58) (4.31) (5.74) (6.09) (6.09) (6.09) (6.09)

#12-14 0.415 835 1010 1340 1680 2100 2325 2325(3.71) (4.49) (5.96) (7.47) (9.34) (10.34) (10.34)

#12-24 0.415 835 1010 1340 1680 2100 2940 3780(3.71) (4.49) (5.96) (7.47) (9.34) (13.08) (16.81)

1/4 in. 0.500 1010 1220 1620 2030 2530 3540 4560(4.49) (5.43) (7.21) (9.03) (11.25) (13.75) (20.28)

Phillips Pan Head (PPH)

#7 0.303 615 735 980 1000 1000 1000 1000(2.74) (3.27) (4.36) (4.45) (4.45) (4.45) (4.45)

#8 0.311 630 755 1000 1000 1000 1000 1000(2.80) (3.36) (4.45) (4.45) (4.45) (4.45) (4.45)

#10 0.364 740 885 1180 1370 1370 1370 1370(3.29) (3.94) (5.25) (6.09) (6.09) (6.09) (6.09)

Phillips Truss Head (PTH)

#8 0.433 875 1000 1000 1000 1000 1000 1000(3.89) (4.45) (4.45) (4.45) (4.45) (4.45) (4.45)

#10 0.411 830 1000 1330 1390 1390 1390 1390(3.69) (4.45) (5.92) (6.18) (6.18) (6.18) (6.18)

Phillips Pancake Head (PPCH)

#10 0.409 830 995 1325 1370 1370 1370 1370(3.69) (4.43) (5.89) (6.09) (6.09) (6.09) (6.09)

Phillips Flat Truss Head (PFTH)

#10 0.364 740 885 1180 1475 1840 2170 2170(3.29) (3.94) (5.25) (6.56) (8.18) (9.65) (9.65)

1. The lower of the ultimate pull-out, pullover, and tension fastener strength of screw should be used for design.2. Load values based upon calculations done in accordance with Section E4 of the AISI North American Specification for the Design of Cold-Formed Steel

Structural Members (NASPEC) 2007 edition.3. The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design, a Φ factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be

applied for LSD design.4. ANSI/ASME standard screw head diameters were used in the calculations and are listed in the tables.5. Phillips Bugle Head (PBH) and Phillips Wafer Head (PWH) styles are not covered by this table because they are not intended for attachment of steel to steel. 6. The load data in the table is based upon sheet steel with Fu = 45 ksi. For Fu = 55 ksi steel, multiply values by 1.22. For Fu = 65 ksi steel, multiply values by 1.44.7. Refer to Section 3.6.2.5 for drilling capacities.

Nominal Ultimate Fastener Strength of Screw

Screw Designation

Nominal Diameter

(in.)

Nominal Fastener StrengthTension, Pts

lb (kN)1Shear, Pss lb (kN)2,3,4

#6-20 0.138 1000 (4.45) 890 (3.96)#7-18 0.151 1000 (4.45) 890 (3.96)#8-18 0.164 1000 (4.45) 1170 (5.20)#10-12 0.190 2170 (9.65) 1645 (7.32)#10-16 0.190 1370 (6.09) 1215 (5.40)#10-18 0.190 1390 (6.18) 1645 (7.32)#12-14 0.216 2325 (10.34) 1880 (8.36)#12-24 0.216 3900 (17.35) 2285 (10.16)1/4 in. 0.250 4580 (20.37) 2440 (10.85)

1 The lower of the ultimate pull-out, pullover, and tension fastener strength of screw should be used for design.

2 The lower of the ultimate shear fastener strength and shear bearing should be used for design.3 The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design,

a Φ factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be applied for LSD design. 4 When the distance to the end of the connected part is parallel to the line of the applied force

the allowable shear fastener strength must be reduced for end distance, when necessary, in accordance with E4.3.2 of Appendix A of the AISI North American Specifications for the Design of Cold Formed Steel Structural Members (NASPEC) 2007 edition.

Torsional Strength – Screw Only. Does Not Consider Base Material Limitations

SizeMin. Torsional

Strength in-lb (Nm)

6-20 24 (2.7)7-18 38 (4.3)8-18 42 (4.8)10-12 61 (6.9)10-16 61 (6.9)10-18 61 (6.9)10-24 65 (7.3)12-14 92 (10.4)12-24 100 (11.3)1/4-14 150 (17.0)1/4-20 156 (17.6)




Ultimate Shear Strengths – Bearing (Shear), lb (kN)1,2,3,4,5,6,7

Screw Designation

Nominal Diameter

in.

Thickness of steel member in contact

with screw head GA (in.)

Thickness of steel member not in contact with the screw head, GA (in.)

20 (0.036) 18 (0.048) 16 (0.060) 14 (0.075) ≥ 12 (0.105)

#7 0.15120 (0.036) 500 (2.22) 660 (2.94) 660 (2.94) 660 (2.94) 660 (2.94)18 (0.048) 500 (2.22) 660 (2.94) 880 (3.91) 880 (3.91) 880 (3.91)

≥ 16 (0.060) 500 (2.22) 660 (2.94) 890 (3.96) 890 (3.96) 890 (3.96)

#8 0.16420 (0.036) 525 (2.34) 715 (3.18) 715 (3.18) 715 (3.18) 715 (3.18)18 (0.048) 525 (2.34) 805 (3.58) 955 (4.25) 955 (4.25) 955 (4.25)

≥ 16 (0.060) 525 (2.34) 805 (3.58) 1120 (4.98) 1170 (5.20) 1170 (5.20)

#10-12 0.190

20 (0.036) 565 (2.51) 830 (3.69) 830 (3.69) 830 (3.69) 830 (3.69)18 (0.048) 565 (2.51) 865 (3.85) 1110 (4.94) 1110 (4.94) 1110 (4.94)16 (0.060) 565 (2.51) 865 (3.85) 1210 (5.38) 1390 (6.18) 1390 (6.18)

≥ 14 (0.075) 565 (2.51) 865 (3.85) 1210 (5.38) 1645 (7.32) 1645 (7.32)

#10-16 0.19020 (0.036) 565 (2.51) 830 (3.69) 830 (3.69) 830 (3.69) 830 (3.69)18 (0.048) 565 (2.51) 865 (3.85) 1110 (4.94) 1110 (4.94) 1110 (4.94)

≥ 16 (0.060) 565 (2.51) 865 (3.85) 1210 (5.38) 1215 (5.40) 1215 (5.40)

#10-18 0.190

20 (0.036) 565 (2.51) 830 (3.69) 830 (3.69) 830 (3.69) 830 (3.69)18 (0.048) 565 (2.51) 865 (3.85) 1110 (4.94) 1110 (4.94) 1110 (4.94)16 (0.060) 565 (2.51) 865 (3.85) 1210 (5.38) 1390 (6.18) 1390 (6.18)

≥ 14 (0.075) 565 (2.51) 865 (3.85) 1210 (5.38) 1645 (7.32) 1645 (7.32)

#12-14 0.216

20 (0.036) 600 (2.67) 930 (4.14) 945 (4.20) 945 (4.20) 945 (4.20)18 (0.048) 600 (2.67) 925 (4.11) 1260 (5.60) 1260 (5.60) 1260 (5.60)16 (0.060) 600 (2.67) 925 (4.11) 1290 (5.74) 1570 (6.98) 1570 (6.98)

≥ 14 (0.075) 600 (2.67) 925 (4.11) 1290 (5.74) 1800 (8.00) 1880 (8.36)

#12-24 0.216

20 (0.036) 600 (2.67) 930 (4.14) 945 (4.20) 945 (4.20) 945 (4.20)18 (0.048) 600 (2.67) 925 (4.11) 1260 (5.60) 1260 (5.60) 1260 (5.60)16 (0.060) 600 (2.67) 925 (4.11) 1290 (5.74) 1570 (6.98) 1570 (6.98)14 (0.075) 600 (2.67) 925 (4.11) 1290 (5.74) 1800 (8.00) 1970 (8.76)

≥ 12 (0.090) 600 (2.67) 925 (4.11) 1290 (5.74) 1800 (8.00) 2285 (10.16)

1/4 in. 0.250

20 (0.036) 645 (2.87) 1020 (4.54) 1090 (4.85) 1090 (4.85) 1090 (4.85)18 (0.048) 645 (2.87) 995 (4.43) 1400 (6.23) 1460 (6.49) 1460 (6.49)16 (0.060) 645 (2.87) 995 (4.43) 1390 (6.18) 1820 (8.10) 1820 (8.10)14 (0.075) 645 (2.87) 995 (4.43) 1390 (6.18) 1940 (8.63) 2280 (10.14)

≥ 12 (0.090) 645 (2.87) 995 (4.43) 1390 (6.18) 1940 (8.63) 2440 (10.85)

1 The lower of the ultimate shear bearing and shear fastener strength of screw should be used for design.2 Load values based upon calculations done in accordance with Section E4 of the AISI North American Specification for the Design of Cold-Formed Steel

Structural Members (NASPEC) 2007 edition. It is assumed that the steel sheets are tight together with no gaps.3 The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design, a Φ factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be

applied for LSD design.4 ANSI/ASME standard screw head diameters were used in the calculations and are listed in the tables.5 Load values in table are for Hex Washer Head (HWH and HHWH), Phillips Pan Head (PPH), Phillips Truss Head (PTH), Phillips Pancake Head (PPCH), and Phillips

Flat Truss Head (PFTH) style screws. Phillips Bugle Head (PBH) and Phillips Wafer Head (PWH) styles are not covered by this table because they are not intended for attachment of steel to steel.

6 The load data in the table is based upon sheet steel with Fu = 45 ksi. For Fu = 55 ksi steel, multiply values by 1.22. For Fu = 65 ksi steel, multiply values by 1.44.7 Refer to Section 3.6.2.5 to ensure drilling capacities.

For general discussion of Hilti screw fastener installation, reference Section 3.6.1.7.

For allowable diaphragm shear loads and stiffness values for steel roof or floor deck utilizing Hilti self-drilling screws as frame or sidelap fasteners, reference Section 3.5 and

download Hilti’s Profis DF software at www.us.hilti.com/decking (US), or www.hilti.ca (Canada).

To estimate the number of sidelap screws on a steel roof or floor deck project, reference Section 3.5.1.6.







Collated Self-Drilling ScrewsLight/Medium Gauge Metal Applications (Sidelap)

DescriptionThread Length

Drilling Capacity Maximum Total Thickness (MT)1 Recess Coating2 Box QtyMin Max

S-MD 10-16 x 7/8 HWH Collated 3/8" 0.028" 0.120" 3/16" 0.188" 5/16" Zinc-1 250S-MD 12-14 x 1 HWH Collated 3/4" 0.028" 0.120" 3/8" 0.375" 5/16" Zinc-1 250

Medium/Heavy Gauge Metal Applications (Frame Fastener)



S-MD 10-16 x 3/4 HWH#3 Collated 1/2" 0.110" 0.175" 3/8" 0.375" 5/16" Zinc-1 250S-MD 12-24 x 7/8 HWH#4 Collated 1/2" 0.175" 0.312" 3/8" 0.375" 5/16" Zinc-1 250

1 Refer to Figure in Section 3.6.1.5.2 For coating abbreviations, Zinc-1 = ASTM F 1941. For more information on corrosion resistance, reference Section 3.6.1.6.

Single Self-Drilling ScrewsSidelap (unsupported metal sheets)



S-MD 12-14x1 HHWH Stitch 3/4" 0.028" 0.120" 3/8" 0.375" 5/16" Zinc-1 3000S-MD 10-16x7/8 HHWH Pilot Point 3/8" 0.028" 0.120" 3/16" 0.188" 5/16" Zinc-1 6000S-MD 1/4-14x7/8 HWH Stitch Kwik-Seal 1/2" 0.028" 0.140" 5/16" 0.313" 5/16" Kwik-Cote 2500

1 Refer to Figure in Section 3.6.1.5.2 For coating abbreviations, Zinc-1 = ASTM F 1941; Kwik Cote = Proprietary Coating, Section 3.6.2.2 For more information on corrosion resistance, reference

Section 3.6.1.6.

PPH HWH #5 Point Stitch HWH Kwik-Seal

HWH with bonded

washer

PFH with wings

PWH





Light / Medium Gauge Metal Applications



S-MD 10-16x5/8 HWH #3 5/16" 0.110" 0.175" 3/16" 0.187" 5/16" Zinc-1 7500S-MD 10-16x3/4 HWH #3 1/2" 0.110" 0.175" 3/8" 0.375" 5/16" Zinc-1 6500S-MD 10-16x3/4 HHWH #3 1/2" 0.110" 0.175" 3/8" 0.375" 5/16" Zinc-1 6500S-MD 10-16x1 HWH #3 3/4" 0.110" 0.175" 5/8" 0.625" 5/16" Zinc-1 5000S-MD 10-16x1 1/4 HWH #3 1" 0.110" 0.175" 7/8" 0.875" 5/16" Zinc-1 4000S-MD 10-16x1 1/2 HWH #3 1-1/4" 0.110" 0.175" 1-1/8" 1.125" 5/16" Zinc-1 4000S-MD 10-16x5/8 PPH #3 5/16" 0.110" 0.175" 5/16" 0.313" PHL #2 Zinc-1 7500S-MD 10-16x3/4 PPH #3 1/2" 0.110" 0.175" 3/8" 0.375" PHL #2 Zinc-1 6500S-MD 12-14x3/4 HWH #3 1/2" 0.110" 0.210" 5/16" 0.313" 5/16" Zinc-1 5000S-MD 12-14x1 HWH #3 3/4" 0.110" 0.210" 9/16" 0.562" 5/16" Zinc-1 3000S-MD 12-14x1 1/2 HWH #3 1-1/4" 0.110" 0.210" 1-1/16" 1.062" 5/16" Zinc-1 2500S-MD 12-14x2 HWH #3 1-5/8" 0.110" 0.210" 1-9/16" 1.562" 5/16" Zinc-1 2000S-MD 1/4-14x3/4 HWH #3 1/2" 0.110" 0.220" 5/16" 0.313" 3/8" Zinc-1 4000S-MD 1/4-14x1 HWH #3 3/4" 0.110" 0.220" 9/16" 0.562" 3/8" Zinc-1 3000S-MD 1/4-14x1 1/2 HWH #3 1-1/4" 0.110" 0.220" 1-1/16" 1.062" 3/8" Zinc-1 2000S-MD 1/4-14x2 HWH #3 1-5/8" 0.110" 0.220" 1-9/16" 1.562" 3/8" Zinc-1 1000S-MD 12-14x3/4 HWH #3 Kwik-Seal 1/4" 0.110" 0.210" 1/8" 0.125" 5/16" Kwik-Cote 3000S-MD 12-14x1 HWH #3 Kwik-Seal 5/8" 0.110" 0.210" 3/8" 0.375" 5/16" Kwik-Cote 2500S-MD 12-14x1 1/4 HWH #3 Kwik-Seal 1" 0.110" 0.210" 5/8" 0.625" 5/16" Kwik-Cote 2000S-MD 12-14x1 1/2 HWH #3 Kwik-Seal 1-1/4" 0.110" 0.210" 7/8" 0.875" 5/16" Kwik-Cote 2000S-MD 12-14x2 HWH #3 Kwik-Seal 1-1/2" 0.110" 0.210" 1-3/8" 1.375" 5/16" Kwik-Cote 1500S-MD 1/4-14x1 HWH #3 Kwik-Seal 5/8" 0.110" 0.220" 3/8" 0.375" 3/8" Kwik-Cote 2000S-MD 1/4-14x1 1/2 HWH #3 Kwik-Seal 1" 0.110" 0.220" 7/8" 0.875" 3/8" Kwik-Cote 1500

1 Refer to Figure in Section 3.6.1.5.2 For coating abbreviations, Zinc-1 = ASTM F 1941, Kwik-Cote = Proprietary Coating, Section 3.6.2.2. For more information on corrosion resistance, reference

Section 3.6.1.6.

Light Gauge Applications: Steel to Steel



S-MD 8-18x1/2 HWH #2 1/4" 0.035" 0.100" 1/8" 0.125" 1/4" Zinc-1 1000S-MD 8-18x3/4 HWH #2 1/2" 0.035" 0.100" 3/8" 0.375" 1/4" Zinc-1 1000S-MD 8-18x1/2 PPH #2 1/4" 0.035" 0.100" 1/8" 0.125" PHL #2 Zinc-1 1000S-MD 10-16x1/2 HWH #2 5/16" 0.035" 0.110" 3/16" 0.188" 5/16" Zinc-1 8500S-MD 10-16x3/4 HWH #2 1/2" 0.035" 0.110" 5/16" 0.313" 5/16" Zinc-1 6500S-MD 10-16x1 HWH #2 3/4" 0.035" 0.110" 1/2" 0.500" 5/16" Zinc-1 5000

1 Refer to Figure in Section 3.6.1.5.2 For coating abbreviations, Zinc-1 = ASTM F 1941. For more information on corrosion resistance, reference Section 3.6.1.6.




Single Self-Drilling Screws – Heavy Gauge Metal Applications



Wood Drill ScrewsDecking Screws (Plywood to Framing)S-WD 8-18x1 5/16 PFH #3 1/2" 0.050" 0.140" 1/2" 0.500" PHL #2 BP 6000S-WD 8-18x1 15/16 PFH #3 5/8" 0.050" 0.140" 3/4" 0.750" PHL #2 BP 4000S-WD 10-24x1 PWH #3 3/4" 0.050" 0.175" 5/8" 0.625" PHL #2 Zinc-1 6000S-WD 10-24x1 1/4 PWH #3 1" 0.050" 0.175" 7/8" 0.875" PHL #2 Zinc-1 5000S-WD 10-24x1 1/2PWH #3 1-1/4" 0.050" 0.175" 1-1/8" 1.125" PHL #2 Zinc-1 3500Winged Reamer Wood Drill ScrewsS-WW 10-24x1 7/16 PWH #3 wings 1" 0.050" 0.175" 3/4" 0.750" PHL #2 Zinc-1 4000S-WW 12-24x2 PFH #4 wings 1-3/8" 0.050" 0.232" 1-1/4" 1.250" PHL #2 Zinc-1 2000S-WW 12-24x2 1/2 PFH #4 wings 2" 0.050" 0.232" 1-3/4" 1.750" PHL #2 Zinc-1 1500S-WW 14-20x2 3/4 PFH #4 wings 2-1/4" 0.050" 0.250" 2" 2.000" PHL #2 Zinc-1 1000

1 Refer to Figure in Section 3.6.1.5.

2 For coating abbreviations, Zinc-1 = ASTM F 1941; BP = Black Phosphate. For more information on corrosion resistance, reference Section 3.6.1.6.


Single Self-Drilling Screws – Heavy Gauge Metal Applications



S-MD 12-24x7/8 HWH #4 1/2" 0.175" 0.250" 3/8" 0.375" 5/16" Zinc-1 4500S-MD 12-24x1 1/4 HWH #4 3/4" 0.175" 0.250" 5/8" 0.625" 5/16" Zinc-1 3500S-MD 12-24x1 1/4 HWH #5 1/2" 0.250" 0.500" 7/16" 0.437" 5/16" Zinc-1 4000S-MD 12-24x1 1/4 HWH #5 Kwik-Cote 1/2" 0.250" 0.500" 5/16" 0.313" 5/16" KwikCote 4000S-MD 12-24x2 HWH #5 Kwik-Cote 1-1/4" 0.250" 0.500" 1-3/16" 1.187" 5/16" KwikCote 2000S-MD 12-24x3 HWH #5 Kwik-Cote 2-1/4" 0.250" 0.500" 2-3/16" 2.187" 5/16" KwikCote 1000S-MD 12-24x1 1/4 HWH #5 Kwik-Cote Bond Washer 1/2" 0.250" 0.500" 5/16" 0.313 5/16’’ KwikCote 2500

1 Refer to Figure in Section 3.6.1.5.2 For coating abbreviations, Zinc-1 = ASTM F 1941; Kwik Cote = Proprietary Coating, Section 3.6.2.2. For more information on corrosion resistance, reference

Section 3.6.1.6.




Drywall Applications (Drywall to steel, framing and lathing screws)

Description Coating1 Box Qty Application6 x 1 PBH SD BP 10,000 Fastening Drywall, plywood, insulation,6 x 1 PBH SD Zinc Zinc-2 10,000 etc. to metal studs from 14 ga to 20 ga6 x 1-1/8 PBH SD BP 10,0006 x 1-1/8 PBH SD Zinc Zinc-2 10,0006 x 1-1/4 PBH SD BP 8,0006 x 1-1/4 PBH SD Zinc Zinc-2 8,0006 x 1-5/8 PBH SD BP 5,0006 x 1-5/8 PBH SD Zinc Zinc-2 5,0006 x 1-7/8 PBH SD BP 4,0006 x 1-7/8 PBH SD Zinc Zinc-2 4,0008 x 2-3/8 PBH SD BP 2,5008 x 2-3/8 PBH SD Zinc Zinc-2 2,5008 x 2-5/8 PBH SD BP 1,6008 x 2-5/8 PBH SD Zinc Zinc-2 1,6008 x 3 PBH SD BP 1,4008 x 3 PBH SD Zinc Zinc-2 1,4007 x 7/16 PPFH SD Framer BP 10,000 Fastening stud to track 7 x 7/16 PPFH SD Framer Zinc Zinc-2 10,000 from 14 ga to 20 ga8 x 1/2 PPH SD Framer Zinc Zinc-2 10,00010 x 5/8 PPCH SD Framer Zinc-1 7,50010 x 3/4 PFTH SD Framer Zinc Zinc-1 7,50010 x 3/4 PTH SD Framer Zinc Zinc-2 5,0008 x 1/2 PTH SD Lathing Zinc Zinc-2 10,000 Fastening wire lath to 14 ga to 20 ga8 x 3/4 PTH SD Lathing Zinc Zinc-2 10,0008 x 1 PTH SD Lathing Zinc Zinc-2 8,0008 x 1-1/4 PTH SD Lathing Zinc Zinc-2 8,0006 x 1-5/8 SFH SD BP 5,000 Fastening wood trim and base to6 x 2-1/4 SFH SD Zinc Zinc-2 3,000 14 ga to 20 ga studs

1 For coating abbreviations, Zinc-1 = ASTM F 1941; Zinc-2 = EN /ISO 4042 A3F; BP = Black Phosphate. For more information on corrosion resistance, reference Section 3.6.1.6.

The importance of IBC 2006 / 2009 compliant screws.

ICC-ES ESR-2196 provides IBC 2006 / 2009 recognition of Hilti’s Self-Drilling Screw Fasteners. This recognition was based on a comprehensive and rigorous independent evaluation of Hilti’s Self-Drilling Screw Fasteners to the latest IBC code requirements in ICC-ES AC118 Acceptance Criteria for Self-Tapping Screw Fasteners, as well as the AISI S904 and AISI S905 test standards.

AC118 provides the IBC code recognition and quality assurance for screw fasteners. ESR-2196 recognizes many types of Hilti screws for the most common applications including CFS connections, gypsum to CFS, etc. Specifically, ESR-2196 covers the HWH, PPH, PBH, PWH, PPCH, PFUCH and PFTH head style Hilti screws.

To ensure IBC 2006 / 2009 compliance of screws on your next project, reference ESR-2196.



3.6.3 HVAC Screws

For decades, the conventional screws utilized for HVAC duct fabrication and installation have gone unchanged. Many contractors prefer sharp point screws for their off angle fastening but the screws are limited to lighter gauge steel. Self-drilling screws cover heavier gauge steel but are prone to “walking.” This can lead to lost productivity, especially when working in spaces with limited access.

Hilti has blended the best of both fasteners with the new S-MS HVAC Zip Screws. Although they function like and

have the advantages of self-piercing screws, the sharp HVAC Zip Screws are engineered to handle heavier gauge steel, fastening sheet steel from 16 to 28 gauge with their innovative HyperThread technology. HVAC Zip Screws can draw the steel sheets together, pierce cleanly with almost no metal filings and feature high profile heads for secure driving.

Hilti also supplies high quality sharp point and self-drilling screws for HVAC applications.


3.6.3.2 Material SpecificationsFastener Fastener Material Fastener Plating

S-MS HWH HVAC Zip Screws (#8 Screw) Carbon Steel 3 to 8 µm Zinc S-MS HWH HVAC Zip Screws (#10 Screw) Carbon Steel 5 µm Zinc1

HWH Sharp HVAC Screws (#8 and #10) Carbon Steel Zinc3

HWH Self-Drilling HVAC Screws (#8, #10 and #12) Carbon Steel 5 µm Zinc2

1 EN/ISO 4042 A/3/E.

2 ASTM F 1941.

3 Minimum 24 hours no red rust when tested in accordance with ASTM B 117.

3.6.3.3 Technical DataUltimate Tensile Strengths - Pull-Out (Tension), lb (kN)1,2,3,4,5,6

Screw Designation

Thickness of member not in contact with the screw head, ga (in.)28 26 24 22 20 18 16

(0.015) (0.018) (0.024) (0.030) (0.036) (0.048) (0.060)

S-MS 8-18x1/2 HWH110 150 200 260 330

– –(0.49) (0.67) (0.89) (1.16) (1.47)

S-MS 10-12x3/4 HWH –160 230 305 350 450

–(0.71) (1.02) (1.36) (1.56) (2.49)

#8 HWH Sharp110 150 200 260

– – –(0.49) (0.67) (0.89) (1.16)

#10 HWH Sharp130 160 230 305 350

– –(0.58) (0.71) (1.02) (1.36) (1.56)

S-MD 8-18 HWH3 – – –190 225 300 375

(0.85) (1.00) (1.33) (1.67)

S-MD 10-16 HWH3,7 – – – –260 350 435

(1.16) (1.56) (1.93)

S-MD 12-14 HWH3,7 – – – –295 395 495

(1.31) (1.76) (2.20)

1 The lower of the ultimate pull-out, pullover, and tension fastener strength of screw should be used for determination of allowable or factored resistance loads per footnote 4.

2 Unless otherwise noted, load values based upon testing completed in accordance with AISI S905.3 Load values based upon calculations done in accordance with Section E4 of the AISI North American

Specification for the Design of Cold-Formed Steel Structural Members (NASPEC) 2007 edition. ANSI ASME standard screw head diameters were used in the calculations and are listed in the tables.

4 AISI recommends a safety factor of 3.0 be applied for allowable strength design (ASD), a ф factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be applied for LSD design.

5 The load data in the table is based upon sheet steel with Fu = 45 ksi. For Fu = 55 ksi steel, multiply val-ues by 1.22. For Fu ≥ 65 ksi steel, multiply values by 1.44.

6 Refer to Section 3.6.3.5 Ordering Information to ensure optimal drilling capacities.7 Load data for thicker steel connections available. Please reference Section 3.6.2.






Approvals/ListingsICC-ES (International Code Council) ESR-2196 (S-MD HWH Self-Drilling Screws)COLA (City of Los Angeles) RR 25678 (S-MD HWH Self-Drilling Screws)

S-MS HWH HVAC Zip Screws(#8 and #10)

HWH HVAC Sharp Point Screws (#8 and #10)

S-MD HWH HVAC(#8, #10 and #12)



HVAC Screws 3.6.3

Ultimate Tensile Strengths - Pull-Over (Tension), lb (kN)1,2,3,4,5,6

Screw Designation

Washer or Head Diameter

In.

Thickness of member in contact with the screw head, ga (in.)28 26 24 22 20 18 16

(0.015) (0.018) (0.024) (0.030) (0.036) (0.048) (0.060)

S-MS 8-18x1/2 HWH3 0.335335 405 540 675 815

– –(1.49) (1.80) (2.40) (3.00) (3.63)

S-MS 10-12x3/4 HWH3 0.399 –480 645 805 970 1290

–(2.14) (2.87) (3.58) (4.31) (5.74)

#8 HWH Sharp 0.335335 405 540 675

– – –(1.49) (1.80) (2.40) (3.00)

#10 HWH Sharp 0.399400 480 645 805 970

– –(1.78) (2.14) (2.87) (3.58) (4.31)

S-MD 8-18 HWH 0.335 – – –675 815 1000 1000

(3.00) (3.63) (4.45) (4.45)

S-MD 10-16 HWH7 0.399 – – –805 970 1290 1370

(3.58) (4.31) (5.74) (6.09)

S-MD 12-14 HWH7 0.415 – – –835 1010 1340 1680

(3.71) (4.49) (5.96) (7.47)

1. The lower of the ultimate pull-out, pullover, and tension fastener strength of screw should be used for determination of allowable or factored resistance loads per footnote 4.

2. Unless noted otherwise, load values based upon calculations done in accordance with Section E4 of the AISI North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC) 2007 edition. ANSI/ASME standard screw head diameters were used in the calculations and are listed in the tables.

3. Load values based upon testing completed in accordance with AISI S905. 4. AISI recommends a safety factor of 3.0 be applied for allowable strength design (ASD), a Φ factor of 0.5 be applied for LRFD design

and a Φ factor of 0.4 be applied for LSD design.5. The load data in the table is based upon sheet steel with Fu = 45 ksi. For Fu = 55 ksi steel, multiply values by 1.22. For Fu ≥ 65 ksi

steel, multiply values by 1.44.6. Refer to Section 3.6.3.5 Ordering Information to ensure optimal drilling capacities.7. Load data for thicker steel connections available. Please reference Section 3.6.2.

Nominal Ultimate Fastener Strength of Screw, lb (kN)1,2,3,4

Screw Designation

Nominal Diameter

In.

Nominal Fastener Strength

Tension Pts Shear Pss

lb (kN)1 lb (kN)2,3

S-MS 8-18x1/2 HWH 0.164 1915 (8.52) 1570 (6.98)S-MS 10-12x3/4 HWH 0.190 1915 (8.52) 1905 (8.47)

#8 HWH Sharp 0.164 1610 (7.16) 860 (3.83)#10 HWH Sharp 0.190 1915 (8.52) 1905 (8.47)S-MD 8-18 HWH 0.164 1000 (4.45) 1170 (5.20)

S-MD 10-16 HWH 0.190 1370 (6.09) 1215 (5.40)S-MD 12-14 HWH 0.216 2325 (10.34) 1880 (8.36)

1 The lower of the ultimate pull-out, pullover, and tension fastener strength of screw should be used for determination of allowable or factored resistance loads per footnote 3.

2 The lower of the ultimate shear fastener strength and shear bearing should be used for determination of allowable or factored resistance loads per footnote 3.

3 The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design (ASD), a Φ factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be applied for LSD design.

4 When the distance to the end of the connected part is parallel to the line of the applied force, the allowable shear fastener strength must be reduced for end distance, when necessary, in accordance with E4.3.2 of Appendix A of the 2007 NASPEC.

Torsional Strength – Screw Only. Does Not Consider Base Material Limitations

Screw Designation

Min. Torsional Strength in-lb (Nm)

S-MS 8-18 57 (6.4)S-MS 10-12 92 (10.4)

#8 HWH Sharp 42 (4.8)#10 HWH Sharp 61 (6.9)

S-MD 8-18 42 (4.8)S-MD 10-16 61 (6.9)S-MD 12-14 92 (10.4)




3.6.3 HVAC Screws

Ultimate Shear Strengths - Bearing (Shear), lb (kN)1,2,3,4,5

Screw Designation

Thickness of member in

contact with screw head

GA (In.)

Thickness of member not in contact with the screw head, GA (in.)

28 26 24 22 20 18 16(0.015) (0.018) (0.024) (0.030) (0.036) (0.048) (0.060)

S-MS 8-18x1/2 HWH

28 (0.015) 220 (0.98) 260 (1.16) 315 (1.40) 320 (1.42) 320 (1.42) – –26 (0.018) 240 (1.07) 270 (1.20) 340 (1.51) 340 (1.51) 340 (1.51) – –24 (0.024) 245 (1.09) 270 (1.20) 445 (1.98) 475 (2.11) 475 (2.11) – –22 (0.030) 245 (1.09) 345 (1.53) 445 (1.98) 555 (2.47) 555 (2.47) – –20 (0.036) 320 (1.42) 345 (1.53) 555 (2.47) 710 (3.16) 860 (3.83) – –

S-MS 10-12x3/4 HWH

26 (0.018) – 230 (1.02) 375 (1.67) 455 (2.02) 520 (2.31) 520 (2.31) –24 (0.024) – 230 (1.02) 410 (1.82) 570 (2.54) 660 (2.94) 760 (3.38) –22 (0.030) – 330 (1.47) 500 (2.22) 685 (3.05) 765 (3.40) 925 (4.11) –20 (0.036) – 365 (1.62) 500 (2.22) 685 (3.05) 895 (3.98) 1120 (4.98) –18 (0.048) – 365 (1.62) 570 (2.54) 725 (3.22) 895 (3.98) 1330 (5.92) –

#8 HWH Sharp

28 (0.015) 115 (0.51) 115 (0.51) 115 (0.51) 115 (0.51) – – –26 (0.018) 115 (0.51) 275 (1.22) 275 (1.22) 275 (1.22) – – –24 (0.024) 115 (0.51) 275 (1.22) 425 (1.89) 425 (1.89) – – –22 (0.030) 115 (0.51) 275 (1.22) 425 (1.89) 610 (2.71) – – –

#10 HWH Sharp

28 (0.015) 115 (0.51) 115 (0.51) 115 (0.51) 115 (0.51) 115 (0.51) – –26 (0.018) 115 (0.51) 275 (1.22) 275 (1.22) 275 (1.22) 275 (1.22) – –24 (0.024) 115 (0.51) 275 (1.22) 440 (1.96) 440 (1.96) 440 (1.96) – –22 (0.030) 115 (0.51) 275 (1.22) 440 (1.96) 715 (3.18) 715 (3.18) – –20 (0.036) 115 (0.51) 275 (1.22) 440 (1.96) 715 (3.18) 895 (3.98) – –

S-MD 8-18 HWH

22 (0.030) – – – 400 (1.78) 525 (2.34) 600 (2.67) 600 (2.67)20 (0.036) – – – 400 (1.78) 525 (2.34) 715 (3.18) 715 (3.18)18 (0.048) – – – 400 (1.78) 525 (2.34) 805 (3.58) 955 (4.25)16 (0.060) – – – 400 (1.78) 525 (2.34) 805 (3.58) 1120 (4.98)

S-MD 10-16 HWH6

22 (0.030) – – – – 565 (2.51) 695 (3.09) 695 (3.09)20 (0.036) – – – – 565 (2.51) 830 (3.69) 830 (3.69)18 (0.048) – – – – 565 (2.51) 865 (3.85) 1110 (4.94)

≥ 16 (0.060) – – – – 565 (2.51) 865 (3.85) 1210 (5.38)

S-MD 12-14 HWH6

22 (0.030) – – – – 600 (2.67) 785 (3.49) 785 (3.49)20 (0.036) – – – – 600 (2.67) 930 (4.14) 945 (4.20)18 (0.048) – – – – 600 (2.67) 925 (4.11) 1260 (5.60)

≥ 16 (0.060) – – – – 600 (2.67) 925 (4.11) 1290 (5.74)

1. The lower of the ultimate shear bearing and shear fastener strength of screw should be used for determination of allowable or factored resistance loads per foot-note 3.

2. Load values based upon calculations done in accordance with Section E4 of the AISI North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC) 2007 edition.

3. The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design (ASD), a Φ factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be applied for LSD design.

4. ANSI/ASME standard screw head diameters were used in the calculations and are listed in the tables. 5. The load data in the table is based upon sheet steel with Fu = 45 ksi. For Fu = 55 ksi steel, multiply values by 1.22. For Fu ≥ 65 ksi steel, multiply values by 1.44.6. Refer to Section 3.6.3.5 Ordering Information to ensure optimal drilling capacities.


For general discussion of Hilti screw fastener installation, reference Section 3.6.1.7.




HVAC Screws 3.6.3

S-MS HWH HVAC Zip Screws

Description1 Gauge Range2Maximum Total

Thickness (MT), in. QtyS-MS 8-18 x 1/2" HWH HVAC Zip Screw (small) 20-28 0.072 1,000S-MS 8-18 x 1/2" HWH HVAC Zip Screw (bulk) 20-28 0.072 10,000S-MS 10-12 x 3/4" HWH HVAC Zip Screw (small) 18-26 0.100 1,000S-MS 10-12 x 3/4" HWH HVAC Zip Screw (bulk) 18-26 0.100 4,500

HWH/SHWH HVAC Sharp Point Screws


Thickness (MT), in. Qty#6 X 3/8" HWH Sheet Metal Screw 20-28 0.072 20,000#7 X 1/2" SHWH Sheet Metal Screw 20-28 0.072 15,000#8 X 1/2" SHWH Sheet Metal Screw 20-28 0.072 13,000#8 X 3/4" SHWH Sheet Metal Screw 20-28 0.072 10,000#8 X 1 1/2" SHWH Sheet Metal Screw 20-28 0.072 5,000#8 X 2" SHWH Sheet Metal Screw 20-28 0.072 4,000#10 X 3/4" HWH Sheet Metal Screw 20-28 0.072 9,000#10 X 3/4" SHWH 1/4" Drive Sheet Metal Screw 20-28 0.072 9,000#10 X 1" SHWH Sheet Metal Screw 20-28 0.072 6,000#10 X 2" SHWH Sheet Metal Screw 20-28 0.072 3,000

S-MD HWH HVAC Self-Drilling Screws


Thickness (MT), in. QtySelf-Drilling Screw S-MD 8-18x1/2 HWH2 16-22 0.125 1,000Self-Drilling Screw S-MD 10-16X5/8 HWH 3 14-20 0.175 7,500Self-Drilling Screw S-MD 10-16X3/4 HHWH3 14-20 0.175 6,500Self-Drilling Screw S-MD 10-16X3/4 HWH3 14-20 0.175 6,500Self-Drilling Screw S-MD 10-16X1 HWH 3 14-20 0.175 5,000Self-Drilling Screw S-MD 10-16X1 1/4 HWH 14-20 0.175 4,000Self-Drilling Screw S-MD 10-16X1 1/2 HWH 14-20 0.175 4,000

S-MD HWH HVAC Self-Drilling Screws with Kwik-Seal Washers


Thickness (MT), in. QtySelf-Drilling Screw 12-14X3/4 HWH 3 KS 12-20 0.210 3,000Self-Drilling Screw 12-14 X 1 HWH 3 KS 12-20 0.210 2,500Self-Drilling Screw 12-14X1 1/4 HWH 3 KS 12-20 0.210 2,000Self-Drilling Screw 12-14X1 1/2 HWH 3 KS 12-20 0.210 2,000Self-Drilling Screw 12-14X2 HWH 3 KS 12-20 0.210 1,500

HWH Self-Drilling Screws in AISI 410 Stainless Steel


Thickness (MT), in. QtySelf-Drilling Screw 10-16 x 3/4" HWH 410 SS 14-20 0.175 TBD

1. Other sizes available. Please contact Hilti Customer Service for details.

2. Gauge range is for 2 layers of the same gauge. For multiple layers of different gauges, use maximum total thickness and load tables to determine appropriate fastener.




3.6.4 Kwik-Flex Self-Drilling Screws






Listings/ApprovalsICC-ES (International Code Council)ER-4780COLA (City of Los Angeles) RR 25095

Kwik-Flex Screw Allowable Pull-Out Values (Tension)1,2,3

Screw Sizd

Drill Point Type

Pullout (lb)

Steel Gauge or Thickness (in.) Aluminum Thickness (in.)

18 GA 16 GA 14 GA 12 GA 1/8 3/16 1/4 5/16 3/8 1/2 1/8 1/4 3/810-16 3 158 200 254 638 677 – – – – – 306 – –12-14 3 158 210 284 460 620 1159 – – – – 210 914 –1/4-14 3 159 212 274 480 740 1015 – – – – 240 969 –1/4-20 4 – 206 260 500 765 1045 1215 1275 – – 230 700 1473

1 Steel members shall conform to ASTM A 36. Aluminum members shall be 6063-T5 aluminum alloy.

2 Based on using a safety factor of 3.0.

3 Refer to Section 3.6.4.5 for maximum drilling capacities.


3.6.4.1 Product DescriptionHilti Kwik-Flex fasteners combine the in-place economy of self-drilling screws with the strength and performance of bolted connections. The precision-milled point and lead threads of a Kwik-Flex fastener are selectively hardened for dependable self-drilling and tapping. The balance of the fastener retains the ductility. This results in superior resistance to embrittlement that can be caused by stress, dissimilar metals and moisture.

Product Features

• Virtually immune to embrittlement failure

• Self-drilling for convenience, labor savings

• Kwik-Cote finish provides up to three times the corrosion resis-tance of cadmium or zinc plating

• Complies with the Buy America Act• Suitable for: Aluminum to steel

Fire retardant plywood Corrosive environments

Hex Washer Head: uses standard tools, efficient drive system, resists pullover

Kwik-Flex Head: Marking simplifies inspection

Tapping Threads eliminate nuts to simplify installation

Flutes remove metal chips for easy drilling

Precision-milled drill point speeds installation

Hardened to Rockwell C52 min. for drilling and tapping

Shank has Grade 5 bolt ductility and strength (SAE J429 and ASTM A 449) without embrittlement; Rc 28-34 hardness

Mechanical Properties

Note: These fasteners address delayed failure due to hydrogen assisted stress corrosion cracking. They are not any more resistant to other corrosion effects than standard Hilti Kwik-Cote screws.

Yield Strength, Fyksi (MPa)

Yield Strength, Fuksi (MPa)

92 (634) 120 (828)




Kwik-Flex Self-Drilling Screws 3.6.4

3.6.4.4 Installation InstructionsFor general discussion of Hilti Screw Fastener installation, reference Section 3.6.1.7. For specific Kwik-Flex spacing and edge distance recommendations, reference the following table.

Kwik-Flex Screw Allowable Shear Values 1,2,3

Screw Sizd

Drill Point Type

Shear (lb)Steel Gauge or Thickness –

Fastened Material – Base Material Aluminum Thickness (in.)

1/8"-1/4" 18-14GA

16-16GA

14-14GA 1/8"-3/16" 3/16"-1/4" 1/4"-12

GA 1/8"-1/8" 1/8"-1/4"

10-16 3 545 693 585 – – – – 587 –12-14 3 526 847 662 727 – – – 335 4751/4-14 3 558 925 672 967 635 – – 405 5901/4-20 4 540 835 633 980 670 715 660 395 570

1 Steel members shall conform to ASTM A 36. Aluminum members shall be 6063-T5 aluminum alloy.

2 Based on using a safety factor of 3.0.

3 Refer to Section 3.6.4.5 for maximum drilling capacities.

Kwik-Flex Screw Specification Table

Fastener Size/Diameter

Fastened Material

Minimum Spacing (in.)

Minimum Edge Distance (in.)

No. 10Steel 5/8 9/32

Aluminum 15/32 3/8

No. 12Steel 11/16 3/8

Aluminum 9/16 7/16

1/4 InchSteel 3/4 3/8

Aluminum 5/8 1/2

Description1Maximum Drilling

CapacityMaximum Total Thcikness (MT) Recess Box Qty

Countersinking HeadS-WD 10-24 x 1 1/4" PWH3 KF 0.175" 0.750" PH2 TEK 5,000S-WD 12-14 x 1" PFHUC3 KF 0.210" 0.500" PH2 TEK 4,000S-WD 12-14 x 1 1/2" PFHUC3 KF1 0.210" 1.000" PH2 TEK 2,500S-WD 14-20 x 3" PFHUC4 KF1 0.312" 2.500" PH3 500S-WD 14-20 x 4" PFHUC4 KF1 0.312" 3.500" PH3 500#10 DiameterS-MD 10-16 x 3/4" PPH3 KF1 0.175" 0.500" PH2 TEK 6,000S-MD 10-16 x 3/4" HWH3 KF 0.175" 0.500" 5/16" 6,000#12 Diameter HWHS-MD 12-14 x 7/8" HWH3 KF 0.210" 0.470" 5/16" 5,000S-MD 12-14 x 1" HWH3 KF 0.210" 0.500" 5/16" 4,000S-MD 12-14 x 1 1/2" HWH3 KF 0.210" 1.000" 5/16" 2,500S-MD 12-14 x 1 1/2" HWH4 KF1 0.312" 0.875" 5/16" 2,500S-MD 12-14 x 2" HWH3 KF 0.210" 1.500" 5/16" 2,000S-MD 12-14 x 3" HWH3 KF1 0.210" 2.500" 5/16" 1,000S-MD 12-24 x 1 3/4" HWH5 KF1 0.500" 0.800" 5/16" 2,5001/4 Diameter HWHS-MD 1/4-14 x 1" HWH3 KF 0.220" 0.450" 3/8" 3,000S-MD 1/4-14 x 1 1/2" HWH3 KF 0.220" 0.950" 3/8" 2,000S-MD 1/4-14 x 2" HWH3 KF 0.220" 1.450" 3/8" 1,500S-MD 1/4-20 x 1 1/8" HWH4 KF1 0.312" 0.500" 3/8" 2,500S-MD 1/4-20 x 1 1/2" HWH4 KF 0.312" 0.830" 3/8" 2,000S-MD 1/4-20 x 1 3/4" HWH5 KF1 0.500" 0.800" 3/8" 1,000S-MD 1/4-20 x 2" HWH4 KF 0.312" 1.330" 3/8" 1,500S-MD 1/4-20 x 2 1/2" HWH4 KF 0.312" 1.830" 3/8" 1,000S-MD 1/4-20 x 3 3/8" HWH4 KF1 0.312" 2.700" 3/8" 500S-MD 1/4-20 x 4" HWH4 KF1 0.312" 3.500" 3/8" 5005/16 Diameter HWHS-MD 5/16-18 x 1-1/2" HWH3 KF1 0.220" 0.850" 3/8" 1,000S-MD 5/16-24 x 1-1/2" HWH4 KF1 0.312" 0.850" 3/8" 1,000S-MD 5/16-24 x 2" HWH4 KF1 0.312" 1.350" 3/8" 1,000

1 Available only through special order.




3.6.5 Bi-Metal Kwik-Flex Self-Drilling Screws






300 series stainless

steel head & shank

Fused and hardened

carbon steel tapping

threads and drill point

Silver-colored

Kwik-Cote coating

over entire fastener

Self-drilling point

Owners, architects and design engi-neers expect longer life cycles from buildings. Extended warranties and use of more sustainable materials add up to greater expectations for performance – from structural integrity to the purely aesthetic – of all building components.

The Solution: Bi-Metal Kwik-Flex Self-Drilling Fasteners

Made of 302/304 series (18/8) stainless steel alloy to provide unmatched corrosion resistance in your toughest applications

Fused and hardened carbon steel drill • point and lead threads quickly drill and tap structural steel and aluminum up 1/2" thick

Coated with silver-colored Kwik-Cote, • a galvanic barrier to help protect alu-minum components from accelerated corrosion when in contact with 300 series stainless steel

300 series stainless alloy is virtually • immune to delayed embrittlement fail-ures seen with hardened 400 series stainless self-drilling fasteners

300 series stainless alloy is virtually immune to Hydrogen-Assisted Stress-Corrosion Cracking (HASCC). Hardened 410 stainless steel, 410 super-passi-vated stainless steel and 400 modi-fied stainless steel self-drilling screws are generally considered susceptible to HASCC. Conventional hardened carbon steel screws with coatings that do not have Kwik-Flex technology (dif-ferential hardness) are also generally considered susceptible to HASCC.

Minimize Corrosion in Your Applications

Exposed fastening• /coastal/aggressive environments

Curtain wall• /window wall systems/rain screen systems

Windows• /doors/awnings/storefronts

Panel systems to steel or aluminum • framing

Aluminum enclosures•

ACQ-treated wood (especially for ap-• plications with unknown or uncon-trolled moisture conditions)

Brick veneer anchoring•

Product Features

Bi-metal technology – 300 (18-8) • stainless steel head and shank provides outstanding corrosion resistance and long service life

Fused and hardened carbon steel • drill point quickly drills and taps into steel or aluminum up to 1/2" thick

Silver-colored Kwik-Cote coating • provides greater galvanic compat-ibility in dissimilar metal applications involving aluminum

High strength, ductility and reliability•

Virtually immune to delayed embrittle-• ment or to Hydrogen-Assisted Stress-Corrosion Cracking (HASCC)

Wide variety of sizes and head styles•

High in-place value over the life of • structures, components and systems



DesignationFastener Material1

Self-Drilling Point Material

Fastener Plating

Bi-Metal Kwik-Flex Stainless Steel Carbon Steel Kwik-Cote

1 Bi-Metal Kwik-Flex Fasteners with HWH style are AISI 304 stainless steel, while the PFH and PFHUC style fasteners are AISI 302 stainless steel. All head styles can be custom ordered in AISI 316 stainless steel with sufficient lead time and quantities.



Bi-Metal Kwik-Flex Self-Drilling Screws 3.6.5

1 All performance data shown is based on tests performed under laboratory conditions at independent construction testing facilities. The appropriate safety factor should be applied and code requirements factored into specification and use of these fasteners. A safety factor of 4:1 or 25% of the ultimate average values is shown is generally accepted as an appropriate allowable load. Final determination of the appropriate safety factor and use of these fasteners is the sole respon-sibility of the person designing the connection. For additional product information and technical assistance, please contact Hilti directly at 1-877-749-6337.

2 Values are for 300 series stainless fastener threaded shank.

3 The lower of the ultimate pull-out and tensile fastener strength of screw should be used for design. Pullover or shear bearing capacity of the material being fastened must be independently evaluated.

Ultimate Fastener Strength of Screw1,2,3

SizeTensile

(lb)Shear

(lb)

10-16 1847 1282

12-14 2628 1950

12-24 2734 2284

1/4-20 4124 2860

Ultimate Tensile Strengths - Pullout (Tension)1,3

Screw Size

Drill Point Type

Drill Cap (in.)

Pull-Out (lb)

Steel HRB = 60-75Fu = 50 – 66 ksi

Aluminum 6063-T5 22 ksi

18 ga. 16 ga. 14 ga. 12 ga. 1/8" 3/16" 1/4" 1/8" 1/4"

10-16 2 0.150 455 677 793 1394 1906 − − 994 −10-16 3 0.187 − 616 684 1242 1605 1527 − 961 −12-14 2 0.187 528 750 892 1536 2602 2514 − 1132 −12-14 3 0.210 417 679 802 1371 2028 2499 − 974 −12-24 5 0.500 − − − − − 2110 2781 538 19951/4-20 3 0.312 − 680 780 1442 2623 3684 4069 1037 27861/4-20 5 0.500 − − − − − − 2622 − 1724

Selection Guide

Description Size Length (L)Drive

RecessDrill

Point SizeMaximum Drilling

Capacity (DC)Maximum TotalThickness1 (MT)

Hex Washer HeadS-MD 10-16 x 3/4" HWH #2 BM Kwik-Flex 10-16 3/4"

5/16"hex

2 0.110" 0.320"S-MD 12-14 x 1" HWH #3 BM Kwik-Flex

12-14

1"

3 0.210"

0.500"S-MD 12-14 x 1-1/2" HWH #3 BM Kwik-Flex 1-1/2" 1.00"S-MD 12-14 x 2-1/2" HWH #3 BM Kwik-Flex 2-1/2" 2.00"S-MD 12-24 x 2" HWH #5 BM Kwik-Flex 12-24 2" 5 0.500" 1.100"S-MD 14-20 x 1" HWH #3 BM Kwik-Flex

1/4-20

1"

3/8"hex

3 0.312"

0.500"S-MD 14-20 x 1-1/2" HWH #3 BM Kwik-Flex 1-1/2" 1.00"S-MD 14-20 x 2" HWH #3 BM Kwik-Flex 2" 1.500"S-MD 14-20 x 2-1/2" HWH #3 BM Kwik-Flex 2-1/2" 2.00"S-MD 14-20 x 3" HWH #3 BM Kwik-Flex 3" 2.50"S-MD 14-20 x 4" HWH #3 BM Kwik-Flex 4" 3.50"S-MD 14-20 x 2" HWH #5 BM Kwik-Flex 2" 5 0.500" 1.100"

Flat Head Reamers w/wings

S-WW 10-16 x 1-1/2" PFH #2 BM Kwik-Flex 10-16 1-1/2"#2

phillips3 0.140" 0.800"

S-WW 12-24 x 2-13/16" PFH #5 BM Kwik-Flex 12-24 2-13/16"#3

phillips5 0.500"

1.710"

S-WW 14-20 x 2-13/16" PFH #5 BM Kwik-Flex 1/4-20 2-13/16" 1.710"

Flat Head Undercut

S-WD 12-14 x 1" PFHUC #3 BM Kwik-Flex

12-14

1"

#3phillips

2

0.140"

0.500"

S-WD 12-14 x 1-1/2" PFHUC #3 BM Kwik-Flex 1-1/2" 1.00"

S-WD 1/4 - 20 x 3" PFHUC #2 BM Kwik-Flex

1/4-20

3"

0.210"

2.500"

S-WD 1/4 - 20 x4" PFHUC #2 BM Kwik-Flex 4" 3.500"

1 Maximum total thickness (MT) describes the maximum thickness of all attachments plus the base material thickness and is the load-bearing length of 300 series stainless under the hex head or including the flat head. Hardened carbon steel length (lead threads and point) should be completely through the base material and not in the load bearing section of the connection.




3.6.5 Bi-Metal Kwik-Flex Self-Drilling Screws


For general discussion of Hilti Screw Fastener installation, reference Section 3.6.1.7.

Installation recommendation - Since the Bi-Metal Kwik-Flex fasteners are 300 series (18-8) stainless steel and considered non-magnetic, conventional magnetic setters will not retain them. Hilti offers Red Ring Setters to provide fast, reliable and consistent driving of the Bi-Metal Kwik-Flex fasteners.


DescriptionMaximum Drilling

CapacityMaximum Total Thickness (MT) Drive Recess Box Qty

Countersinking Head - Winged ReamersS-WW 10-16 x 1 1/2" PFH # #3 BM KF 0.140" 0.800" PH2 TEK 3,500S-WW 12-24 x 2 13/16" PFH #5 BM KF 0.500" 1.710" PH3 1,500S-WW 14-20 x 2 13/16" PFH #5 BM KF 0.500" 1.710" PH3 1,000

Countersinking HeadS-WD 12-14 x 1" PFHUC #2 BM KF 0.140" 0.500" PH3 4,000S-WD 12-14 x 1 1/2" PFHUC #2 BM KF 0.140" 1.000" PH3 2,500S-WD 1/4-20 x 3" PFHUC #2 BM KF 0.210" 2.500" PH3 500S-WD 1/4-20 x 4" PFHUC #2 BM KF 0.210" 3.500" PH3 500

#10 Diameter HWHS-MD 10-16 x 3/4" HWH #2 BM KF 0.110" 0.320" 5/16" 5,000

#12 Diameter HWHS-MD 12-14 x 1" HWH #3 BM KF 0.210" 0.500" 5/16" 4,000S-MD 12-14 x 1 1/2" HWH #3 BM KF 0.210" 1.000" 5/16" 2,500S-MD 12-14 x 2 1/2" HWH #3 BM KF 0.210" 2.000" 5/16" 1,000S-MD 12-24 x 2" HWH #5 BM KF 0.500" 1.100" 5/16" 2,000

1/4 Diameter HWHS-MD 1/4-20 x 1" HWH #3 BM KF 0.312" 0.500" 3/8" 2,500S-MD 1/4-20 x 1 1/2" HWH #3 BM KF 0.312" 1.000" 3/8" 1,000S-MD 1/4-20 x 2" HWH #3 BM KF 0.312" 1.500" 3/8" 1,000S-MD 1/4-20 x 2" HWH #5 BM KF 0.500" 1.100" 3/8" 1,500S-MD 1/4-20 x 2 1/2" HWH #3 BM KF 0.312" 2.000" 3/8" 1,000S-MD 1/4-20 x 3" HWH #3 BM KF 0.312" 2.500" 3/8" 500S-MD 14-20 x 4" HWH #3 BMKF 0.312" 3.500" 3/8" 500

IdentificationThe head marking consists of the number “3” as shown below.

flat head hex washer head


Notes


Reference

4.1 Approvals & Listings


4.1.1 ICC-ES (International Code Council) Evaluation Reports

Report No. Title

ESR-1663 Hilti Low-Velocity Power-Driven Fasteners

ESR-1752 Low-Velocity Power-Driven Fasteners

ESR-2184 Hilti Low-Velocity Powder-Actuated Ceiling Clip Assemblies

ESR-2196 Hilti Self-Drilling Screws

ESR-2197 Steel Deck and Concrete Filled Diaphragms Attached with Hilti Fasteners

ESR-2199 Steel Deck Diaphragms

ESR-2269 Hilti Low-Velocity X-U and X-U 15 Universal Power-Driven Fasteners

ESR-2347 Hilti Low-Velocity Powder-Actuated Driven Threaded Studs for Attachment to Steel

ESR-2379 Exterior or Perimeter Sill and Interior Plate Anchorages

ESR-2776 Steel Deck Diaphragms attached with Hilti Powder-Actuated Fasteners and Hilti SLC Sidelap Connectors

ESR-2795 Hilti Low-Velocity Powder-Actuated X-HS Threaded Rod Hanger Assemblies

ESR-2892 Hilti X-CW Ceiling Wire Assemblies

ER-4780 Hilti Kwik-Flex Self-Drilling Screws

4.1.2 COLA (City of Los Angeles) Approvals

Report No. Title

25296 Hilti Fasteners and Self-Drilling Screws for Steel Diaphragm Attachment

25646 Hilti Low-Velocity Power Driven Fasteners

25651 Low-Velocity Powder-Actuated Ceiling Clip Assemblies

25662 Low-Velocity Power-Driven Track Fasteners

25675 Low-Velocity X-U and X-U 15 Universal Powder- Driven Fasteners

25678 Hilti Self-Drilling Screws

25684 Low-Velocity Powder-Actuated Driven Threaded Studs for Attachment to Steel

25708 Exterior or Perimeter Sill and Interior Plate Anchorages

25826 Hilti X-HS Threaded Rod Hanger Assembly

25839 Hilti X-CW Ceiling Wire Assemblies

25877 Hilti X-EDNK22 THQ12, X-EDN19 THQ12 or X-ENP- 19 L15 Power-Driven Fasteners and Hilti S-SLC01 MHWH and S-SLC02 MHWH Sidelap Connectors

25095 Hilti Kwik-Flex Self-Drilling Screws

4.1.3 UL/cUL (Underwriters Laboratories) Listings

File No. Title

EX2258 Pipe Hangers Powder Actuated Fasteners EW10-30-15P10, W10-30-32P10 and W10-30-42P10

R13203 Roof Deck Construction Nos 58, 87, 156, and 157 Powder Actuated and Pneumatic Driven Fasteners

E217969 Power Driven Hangers Hilti X-HSW6, X-HSW10 and X-RH

E201485 Wire Positioning Devices Hilti X-ECH/FR-L, X-ECH/FR-M, X-ECH/FR-S

E257069 X-BT W10 and X-BT M10 with sealing washer for use as grounding stud

4.1.4 FMRC (Factory Mutual) Approvals

File No. Application / Product

3036326 Examination of Expanded Approvals of Selected Hilti Steel Deck Fasteners, Powder-Activated Steel Deck Fasteners and Steel Deck Sidelap Fasteners

3021719 Steel Deck Roof Construction (Class 1-90) Powder-Actuated Steel Deck Fasteners X-ENP-19 L15, ENPH2-21 L15, X-EDN19 THQ12, X-EDNK22 THQ12

3011115 Steel Deck Roof Construction (Class 1-90) Extended Spans for Selected Hilti Steel Deck Fasteners and Hilti S-MD 12-14x1 Stitch and S-MD 10-16x7/8 Pilot Fasteners for Securing Steel Deck Side Laps

3026695 Pipe Hanger Components X-EW6H, X-EW10H

Reference

Reference Standards 4.2


4.2.1 ICC-ES Acceptance Criteria

Standard Title

AC10 Acceptance Criteria for Quality Documentation

AC43 Acceptance Criteria for Steel Deck Roof and Floor Systems

AC70 Acceptance Criteria for Fasteners Power-Driven into Concrete, Steel and Masonry Elements

AC118 Acceptance Criteria for Tapping Screw Fasteners

AC230 Acceptance Criteria for Power-Driven Pins for Shear Wall Assemblies with Cold-Formed Steel Framing and Wood Structural Panels

AC368 Acceptance Criteria for Suspended Ceiling Systems

4.2.2 ASTM Standards

Standard Title

A36 Specification for Structural Steel

A153 Zinc Coating (Hot-Dip) on Iron and Steel Hardware

A449 Standard Specification for Hex Cap Screws, Bolts and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use

A493 Specification for Stainless and Heat-resisting Steel for Cold Heading and Cold Forging Bar and Wire

A510 Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel

A572 Standard Specification for High-Strength Low- Alloy Columbium-Vanadium Structural Steel

A641 Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire

A653 Standard Specification for Steel Sheet, Zinc- Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvanealed) by the Hot-Dip Process

A992 Standard Specification for Steel for Structural Shapes For Use in Building Framing

A1008 Standard Specification for Steel, Sheet, Cold- Rolled, Carbon, Structural, High-Strength Low- Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened and Bake Hardenable.

B117 Standard Practice for Operating Salt Spray (Fog) Apparatus

B633 Electrodeposited Coatings of Zinc on Iron and Steel

B695 Coatings of Zinc Mechanically Deposited on Iron and Steel

C33 Specification for Concrete Aggregates

C36 Standard Specification for Gypsum Wallboard

C90 Specification for Load-Bearing Concrete Masonry Units

C150 Standard Specification for Portland Cement

C270 Standard Specification for Mortar for Unit Masonry

C330 Specification for Lightweight Aggregates for Structural Concrete

C332 Specification for Lightweight Aggregates for Insulating Concrete

C476 Specification for Grout for Masonry

C635 Standard Specification for the Manufacture, Performance and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings

C636 Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels

C954 Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness

C1002 Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs

C1396 Standard Specification for Gypsum Board

C1513 Standard Specification for Steel Tapping Screws for Cold-Formed Steel Framing Connections

D1761 Standard Test Methods, for Mechanical Fasteners in Wood

E380 Standard Practice for Use of the International System of Units, SI (The Modernized Metric System)

E455 Standard Specification for Pressure Vessel Plates, Carbon Steel, High-Strength Manganese

E1190 Test Methods for Strength of Powder-Actuated Fasteners Installed in Structural Members

F594 Standard Specification for Stainless Steel Nuts

F844 Standard Specification for Washers, Steel, Plain (Flat), Unhardened for General Use

F1941 Standard Specification for Electrodeposited Coatings on Threaded Fasteners (Unified Screw Threads, UN/UNR)

G15 Standard Terminology Relating to Corrosion and Corrosion Testing

G85 Standard Practice for Modified Salt Spray (Fog) Testing

G87 Standard Practice for Conducting Moist SO2 Tests

Reference

4.2 Reference Standards


4.2.3 AISI Standards

Standard Title

S904 Standard Test Methods for Determining the Tensile and Shear Strength of Screws

S905 Test Methods for Mechanically Fastened Cold- Formed Steel Connections

S907 Test Standard for Cantilever Test Method for Cold-Formed Steel Diaphragms

4.2.4 ANSI Standards

Standard Title

A10.3 Powder-Actuated Fastening Systems – Safety Requirements

B18.12 Glossary of Terms for Mechanical Fasteners

4.2.5 SAE Standards

Standard Title

SAE J78 Steel Self-Drilling Tapping Screws

SAE J405 Chemical Compositions of SAE Wrought Stainless Steels

SAE J429 Mechanical and Material Requirements for Externally Threaded Fasteners

4.2.6 UL/FM Standards

Standard Title

UL 203 Pipe Hanger Equipment for Fire Protection Service

UL 467 Grounding and Bonding Equipment

UL 580 Tests for Uplift Resistance of Roof Assemblies

UL 2239 Hardware for the Support of Conduit Tubing and Cable

UL 1565 Positioning Devices

4.2.7 Federal Specifications

Standard Title

US-DOC PS-1-95 Construction and Industrial Plywood

US DOC PS-2-92 or Performance Standard for Wood- Based Structural-Use Panels

4.2.8 ISO Standards

Standard Title

ISO 3768 Metallic Coatings - Neutral Salt Spray Tests

EN/ISO 4042 Fasteners - Electroplated Coatings

ISO 6988 Metallic and Other Non-Organic Coatings - Sulfur Dioxide Test with General Condensation of Moisture

4.2.9 DIN Standards

Standard Title

DIN 50021 Spray Tests with Different Sodium Chloride Solutions

DIN 50018/2.0 Sulfur Dioxide Corrosion Testing in a Saturated Atmosphere

Reference

Technical References 4.3


4.3.1 Metric Conversions and Equivalents

The Metric Conversion Act of 1975, as amended by the Omnibus Trade and Competitiveness Act of 1988, establishes the SI (System International) metric system as the preferred system of measurement in the United States.Many products are currently manufactured and supplied in SI or “hard” metric sizes such as anchor bolts of 10 mm, 12 mm, 26 mm, etc. diameter. Where the inch-pound system is given or used, “soft” metric conversion can sometimes be used (but specifically not when selecting a drill bit for installing mechanical anchors, where it is critical to only use the specified Imperial or Metric diameter bit). The soft conversion diameters for anchor bolts is given by Table 1. Standard metric conversion factors commonly used for fastening products are given in Tables 2 & 3.

Table 1 : Diameters

Inch-Pound SystemIn.

Hard Metric Conversion

mmUse for Soft Metric

mm1/4 6.35 65/16 7.94 83/8 9.52 101/2 12.70 125/8 15.88 163/4 19.05 201 25.40 25

1-1/4 31.75 32

Table 2 : Imperial Units to SI Units

To Convert Into Multiply By

Lengthinch (in.) millimeter (mm) 25.4000foot (ft) meter (m) 0.3048

Areasquare inch (in2) square millimeter (mm2) 645.1600square inch (in2) square centimeter (cm2) 6.4516square foot (ft2) square meter (m2) 0.0929

Volumecubic inch (in3) cubic centimeter (cm3) 16.3871cubic foot (ft3) cubic meter (m3) 0.0283gallon (US gal) liter (L) 3.7854

Forcepound force (lbf) newton (N) 4.4482pound force (lbf) kilonewton (kN) 0.0044

Pressure

pound/square inch (psi) newton/square millimeter (N/mm2)

0.0069

pound/square inch (psi) mega pascal (MPa) 0.0069KIP/square inch (ksi) mega pascal (MPa) 6.8946pounds/square foot (psf) newton/square meter

(N/m2)47.8801

Torque or Bending Momentfoot pound (ft-lb) newton meter (Nm) 1.3558inch pound (in-lb) newton meter (Nm) 0.1130

Diaphragm Shear

pounds/foot (plf) newton/meter (N/m) 14.5939

Table 3 : SI Units to Imperial Units

To Convert Into Multiply By

Lengthmillimeter (mm) inch (in.) 0.0394meter (m) foot (ft) 3.2808

Areasquare millimeter (mm2) square inch (in2) 0.0016square centimeter (cm2) square inch (in2) 0.1550square meter (m2) square foot (ft2) 10.7639

Volumecubic centimeter (cm3) cubic inch (in3) 0.0610cubic meter (m3) cubic foot (ft3) 35.3147liter (L) gallon (US gal) 0.2642

Forcenewton (N) pound force (lbf) 0.2248kilonewton (kN) pound force (lbf) 224.8089

Pressure

newton/square millimeter (N/mm2)

pound/square inch (psi) 145.0400

mega pascal (MPa) pound/square inch (psi) 145.0400mega pascal (MPa) KIP/square inch (ksi) 0.1450newton/square meter (N/m2)

pounds/square foot (psf) 0.0209

Torque or Bending Momentnewton meter (Nm) foot pound (ft-lb) 0.7376newton meter (Nm) inch pound (in-lb) 8.8496

Diaphragm Shear Shearnewton/meter (N/m) pounds/lineal foot (plf) 0.0685

Reference

4.3 Technical References


4.3.2 Fastener Thread Data

Basic Profile for UN, UNR & Metric M Screw Threads

Basic Dimensions for UNC Coarse Thread Series—ANSI B1.1-1982

Nominal SizeBasic Diameter Threads

per Inch (n)

Area*Major in. (D)

Minor in.

Nominal in2

Minor in2

Tensile Stress in2

1/4 0.2500 0.1959 20 0.0491 0.0269 0.03183/8 0.3750 0.3073 16 0.1104 0.0678 0.0775

* Minor Area = 0.7854 (D – 1.3/n)2

Tensile Stress Area = 0.7854 (D – 0.9743/n)2

Basic Dimensions for M Profile Metric Thread Series – ANSI B1.13M-1979

Nominal SizeBasic Diameter Thread

Pitch mm (P)

Area*Major

mm (D)Minor mm

Nominal mm2

Tensile Stress mm2

M8 8 6.62 1.25 50.3 36.6M10 10 8.34 1.50 78.5 58.0

* Tensile Stress Area = 0.7854 (D - 0.9382 P)2

Reference

Terms & Conditions


TERMS AND CONDITIONS OF SALE

Payment Terms Net 30 days from date of invoice. Customer agrees to pay all costs incurred by Hilti in collecting any delinquent amounts, including attorney’s fees.

Freight All sales are F.O.B. Destination with trans-portation allowed via Hilti designated mode. Delivery dates are estimates only. Additional charges for expedited shipments, special handling requirements, and orders below cer-tain dollar amounts shall be the responsibility of Customer. Fuel surcharges may apply depending on market conditions.

Credit All orders sold on credit are subject to Credit Department approval.

Return Policy Products must be in saleable condition to qualify for return. Saleable condition is defined as unused items in original undamaged packaging and unbroken quantities and in as-new condition. All returns are subject to Hilti inspection and acceptance, and a $125 restocking charge if returned more than 90 days after invoice date. Proof of purchase is required for all returned materials.

Ineligible Return Special order products and discontinued items are not eligible for return or credit. Dated materials are only returnable in case quantity and within 14 days after invoice date. In no event shall any product be returnable or qualify for credit after 1 year from invoice date.

Warranty Hilti warrants that for a period of 12 months from the date it sells a product it will, at its sole option and discretion, refund the pur-chase price, repair, or replace such product if it contains a defect in material or workman-ship. Absence of Hilti’s receipt of notification of any such defect within this 12-month period shall constitute a waiver of all claims with regard to such product.

THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Hilti shall in no event be liable for, and Customer hereby agrees to indemnify Hilti against, all claims related to special, direct, indirect, incidental, consequential, and any other damages arising out of or related to the sale, use, or inability to use the product, including costs and attor-ney’s fees.

Order Acceptance Acceptance is limited to the express terms contained herein, and terms are subject to change by Hilti without notice. Additional or different terms proposed by Customer are deemed material and are objected to and rejected, but such rejection shall not operate as a rejection of the offer unless it contains variances in the terms of the description, quantity, price or delivery schedule of the goods. Orders are not deemed “accepted” by Hilti unless and until it ships the associated items.

Domestic Origin Origin information may be obtained by written request to Hilti, Inc., Contract Compliance, P.O. Box 21148, Tulsa, Oklahoma 74121. Hilti’s Quality Department personnel are the only individuals authorized to warrant the country of origin of Hilti products.

Business Size Hilti is a large business.

Prices Prices are those stated on the order, and unless otherwise noted are based on pur-chasing all items on the order – pricing for individual products may vary for purchases of different quantities or item combinations. Hilti does not maintain most favored customer records, makes no representation with respect to same, and rejects any price warranty terms proposed by Customer. Hilti’s published net price list is subject to change without notice.

Consent to Jurisdiction All transactions made pursuant hereto shall be deemed to have been made and entered into in Tulsa, Oklahoma. Any and all disputes arising directly or indirectly from such trans-actions shall be resolved in the courts of the County of Tulsa, State of Oklahoma, to the exclusion of any other court, and any resulting judgment may be enforced by any court hav-ing jurisdiction of such an action. All transac-tions shall be governed by and construed in accordance with the laws of the State of Oklahoma.

Indemnification Customer hereby agrees to indemnify Hilti for any costs, including attorney’s fees, incurred by Hilti as a result, in whole or in part, of any violation by Customer of any Federal, State or Local statute or regulation, or of any nationally accepted standard. It shall be Customer’s sole responsibility to comply with all appli-cable laws and regulations regarding the handling, use, transportation, or disposal of products upon taking possession of same.

Convert check to ETF When you provide a check as payment, you authorize Hilti to use information from your check to make a one time electronic fund transfer from your checking account or to process the payment as a check transaction. When we use information from your check to make an electronic fund transfer, funds may be withdrawn from your account as soon as the same day we receive your payment, and you will not receive your check back from your financial institution.

Authorization HILTI LEGAL DEPARTMENT PERSONNEL ARE THE ONLY INDIVIDUALS AUTHORIZED TO MODIFY THESE TERMS AND CONDITIONS, WARRANT PRODUCT SUITABILITY FOR SPECIFIC APPLICATIONS, ACCEPT INFORMATION ON THE POTENTIAL FOR CONSEQUENTIAL DAMAGES, OR EXECUTE CUSTOMER DOCUMENTS, AND ANY SUCH ACTION IS NULL AND VOID UNLESS IN WRITTEN FORM SIGNED BY SUCH INDIVIDUAL. HILTI SALES REPRESENTATIVES (INCLUDING ACCOUNT MANAGERS, REGIONAL MANAGERS, AND CUSTOMER SERVICE REPRESENTATIVES) HAVE NO SUCH AUTHORITY.

In The United States

Reference

Terms & Conditions


In Canada

TERMS AND CONDITIONS OF SALE

Payment Terms Net 30 days from date of invoice. Customer agrees to pay all costs incurred by Hilti in collecting any delinquent amounts, if any, including reasonable attorney’s fees.

Freight Sales are F.O.B. Destination Point with trans-portation allowed via Hilti designated mode. Additional charges may apply for expedited delivery, special handling requirements, and orders under certain limits. Fuel surcharges may apply depending on market conditions.

Credit All orders sold on credit are subject to Credit Department approval.

Return Policy Product may be returned (prepaid, unless oth-erwise authorized) to Hilti provided:

it is returned by the original pur-i) chaser, with proof of purchase

it is not dated product returned ii) more than 30 days after original delivery date (dated items only returnable in case quantities)

it is not discontinued, clearance, iii) or special order product

it is unused, in original packaging iv) and in unbroken quantities, in as-new condition

it is not older than 1 year from v) invoice date

Warranty Other than the manufacturer’s published war-ranty, no warranties or conditions, express or implied, written or oral, statutory or otherwise are implied. Any and all conditions and war-ranties implied by law or by the Sale of Goods Act or any similar statutes of any Province are hereby expressly waived.

Title to Product Title to product remains with Hilti until the total purchase price of product is paid.

Prices Customer agrees to Pay Hilti prices set out on invoice. Customer agrees to pay taxes as indicated on invoice unless Hilti receives acceptable exemption certificates.

Indemnification Customer agrees to use product at own risk and to indemnify Hilti against all liabilities, including legal fees, to third parties arising out of the use or possession thereof. Hilti shall in no event be liable for special, incidental, or consequential damages.

Changes Only Hilti legal department personnel are authorized to modify these Terms and Conditions or modify credit terms. Terms are subject to change by Hilti without notice.

Cash Sales Payment in full is due prior to goods being released.

Quotations All terms and conditions apply once customer agrees to purchase product. Quotations on special promotion products are only valid until end of promotion period. Quotations based on purchasing all items listed – pricing for individual products may vary for purchases of different quantities or item combinations.

Convert check to ETF When you provide a check as payment, you authorize Hilti to use information from your check to make a one time electronic fund transfer from your checking account or to process the payment as a check transaction. When we use information from your check to make an electronic fund transfer, funds may be withdrawn from your account as soon as the same day we receive payment and you will not receive your check back from your financial institution.

c

Hilti Technical ServicesWe are committed to developing and maintaining the trust of our customers who recommend, specify, or use Hilti products within the professional design and construction communities.

We do this by providing technical assistance for the safe, appropriate use of Hilti products based on sound engineering judgement.

Field Engineering and Fire Protection Specialists

• Product application design and detail assistance• Specification consultation• Design software support, i.e.: PROFIS• AIA/CES & NCSEA CEU seminars• Project site involvement• Installation and safety training• Site specific product support

Corporate Engineering

• Technical reports and approvals• Online technical design center • Technical software programs, i.e. PROFIS • Product application consultation • Firestop Engineering Judgements• Project specific CAD support• Decking submittal support

Corporate Testing Capabilities

• Concrete anchor and power driven fastener test facility• Full-scale Diaphragm Test Frame• U.L. certified firestop assembly furnaces • Independent witness by accredited organization

LEED Documentation

• Provide LEED documentation for all Hilti products• Online download of LEED documents

Hilti, Inc. (U.S.) 1-800-879-8000 www.us.hilti.com • en español 1-800-879-5000 Hilti (Canada) Corp. 1-800-363-4458 www.hilti.ca


EngineeringServices

*ISO 14001 US Only

P.O. Box 21148, Tulsa, OK 74121 • Hilti, Inc. (US) 1-800-879-8000 www.us.hilti.com • Servicio al Cliente en español 1-800-879-5000 • Hilti (Canada) Corporation 1-800-363-4458 www.hilti.ca • Hilti is an equal opportunity employer Hilti is a registered trademark of Hilti, Corp. ©Copyright 2006 by Hilti, Inc. • H470 • 3474859 • 3/11 BBThe data contained in this literature was current as of the date of publication. Updates and changes may be made based on later testing. If verification is needed that the data is still current, please contact the Hilti Technical Support Specialists at 1-800-879-8000. All published load values contained in this literature represent the results of testing by Hilti or test organizations. Local base materials were used. Because of variations in materials, on-site testing is necessary to determine performance at any specific site. Laser beams represented by red lines in this publication. Printed in the United States


CATALOGO 2011

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