Deck Fasteners for Attachment to Bar Joist 3.5.2 Steel Deck Fastening Systems 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 2013 117 3.5.2.1 Product Description 3.5.2.2 Material Specifications 3.5.2.3 Technical Data 3.5.2.4 Ordering Information X-EDNK22 THQ12M X-EDN19 THQ12M 3.5.2.1 Product Description The Hilti bar joist deck fastening system consists of powder-actuated tools that are primarily used with the following fasteners: the X-EDN19 THQ12 and the X-EDNK22 THQ12, which are available in a collated version. For many bar joist decking projects, the tool of choice will be the DX 860-HSN tool. This self-contained stand up decking tool is powered by 0.27 caliber short cartridges, which are loaded into the tool in strips of 40. The cartridges drive the X-EDN19 THQ12M or X-EDNK22 THQ12M fasteners into almost any type of steel deck profile and base steel thicknesses of 1/8" to 3/8". These fasteners are available in collated strips of 10. Four of these strips are loaded into the DX 860-HSN tool, along with the cartridge strip, and enable the operator to fasten at a rate of up to 1,000 quality fastenings per hour. Additionally, this tool offers punch through resistance in cases where the base material is inadvertently missed. Other tools include the hand held DX 460-SM, a semi-automatic magazine tool for use on smaller jobs or in tandem with the DX 860-HSN. 3.5.2.2 Material Specifications Fastener Designation Fastener Material Fastener Plating Nominal Fastener Hardness X-EDN19 THQ12 Carbon Steel 5 µm Zinc 1 55 HRC X-EDNK22 THQ12 Carbon Steel 5 µm Zinc 1 55 HRC 1 ASTM B633, SC 1, Type III. Reference Section 2.3.3.1 for more information. 3.5.2.3 Technical Data Allowable Pullout Loads for Attachments to Steel Base Material lb (kN) 1, 2, 3,4 Fastener Base Material Thickness (in.) 1/8 3/16 1/4 3/8 X-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 A36 plate steel. 2 Based upon 1/2" point penetration. 3 The values must be compared with allowable tensile pullover values. 4 Allowable values based on safety factor of 5.0. 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 THQ12 1 725 975 575 785 435 600 355 500 325 410 235 310 X-EDNK22 THQ12 2 (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 For base steel thickness 3/16" (5 mm) to 3/8" (10 mm). 2 For base steel thickness 1/8" (3 mm) to 1/4" (6 mm). 3 Allowable values are based on a safety factor of 3.0. 4 For alternate pullover capacities and factors of safety for uplift, refer to SDI Diaphragm Design Manual. 5 Loads based on ASTM A1008, or minimum ASTM A653 SQ33 steel deck. Approvals/Listings ICC-ES (International Code Council) ESR-2776, ESR-2197, ESR-1735P, ESR-1414 COLA (City of Los Angeles) RR 25877, RR 25296 FM (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 Concrete Roof Deck Assemblies. Refer to FM RoofNav for specific assembly listings. UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (uplift and fire classification) ABS (American Bureau of Shipping)
10
Embed
Steel Deck Fastening Systems Deck Fasteners for …€¦ · Deck Fasteners for Attachment to Bar Joist 3.5.2 Steel Deck Fastening Systems Hilti, Inc. (US) ... EDN IMPERIAL 36/7 36/5
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
Deck Fasteners for Attachment to Bar Joist 3.5.2
Steel Deck Fastening Systems
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 2013 117
3.5.2.1 Product Description
3.5.2.2 MaterialSpecifications
3.5.2.3 Technical Data
3.5.2.4 Ordering Information
X-EDNK22 THQ12M
X-EDN19 THQ12M
3.5.2.1 Product DescriptionThe Hilti bar joist deck fastening system consists of powder-actuated tools that are primarily used with the following fasteners: the X-EDN19 THQ12 and the X-EDNK22 THQ12, which are available in a collated version.
For many bar joist decking projects, the tool of choice will be the DX 860-HSN tool. This self-contained stand up decking tool is powered by 0.27 caliber short cartridges, which are loaded into the tool in strips of 40. The cartridges drive the X-EDN19 THQ12M or X-EDNK22 THQ12M fasteners into almost any type of steel deck profile
and base steel thicknesses of 1/8" to 3/8". These fasteners are available in collated strips of 10. Four of these strips are loaded into the DX 860-HSN tool, along with the cartridge strip, and enable the operator to fasten at a rate of up to 1,000 quality fastenings per hour. Additionally, this tool offers punch through resistance in cases where the base material is inadvertently missed.
Other tools include the hand held DX 460-SM, a semi-automatic magazine tool for use on smaller jobs or in tandem with the DX 860-HSN.
X-EDNK22 THQ12 435 (1.95) 520 (2.33) 520 (2.33) –1 These values represent testing performed in ASTM A36 plate steel.2 Based upon 1/2" point penetration.3 The values must be compared with allowable tensile pullover values.4 Allowable values based on safety factor of 5.0.
Allowable Pullover and Shear Bearing Loads for Attaching Steel Deck 3,4,5
1 For base steel thickness 3/16" (5 mm) to 3/8" (10 mm).2 For base steel thickness 1/8" (3 mm) to 1/4" (6 mm).3 Allowable values are based on a safety factor of 3.0.4 For alternate pullover capacities and factors of safety for uplift, refer to SDI Diaphragm Design Manual.5 Loads based on ASTM A1008, or minimum ASTM A653 SQ33 steel deck.
Approvals/ListingsICC-ES (International Code Council) ESR-2776, ESR-2197, 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 Concrete Roof Deck Assemblies.RefertoFMRoofNavforspecificassembly listings.UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (upliftandfireclassification)ABS (American Bureau of Shipping)
3.5.2 Deck Fasteners for Attachment to Bar Joist
Steel Deck Fastening Systems
118 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 2013
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 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
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 2013 119
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
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
120 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 2013
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
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
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 2013 121
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
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
122 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 2013
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
GaugeSidelap Spacing
Hilti SLC5,6,7
Factor
Span (mm)1200 1500 1800 2100 2400 2700 3000
Fasteners Per Sheet To Support9 7 9 7 9 7 9 7 9 7 9 7 9 7
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.
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, mm)/(SS, mm). 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
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 2013 123
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
GaugeSidelap Spacing
Hilti SLC5,6,7
Factor
Span (mm)1200 1500 1800 2100 2400 2700 3000
Fasteners Per Sheet To Support5 4 5 4 5 4 5 4 5 4 5 4 5 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.
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, mm)/(SS, mm). 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
124 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 2013
Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada)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 w/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.
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 w/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)
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.
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 w/Hilti X-EDNK22/EDN19 (Canada only)1,2,3
No. of Transverse Nails per 900 mm Wide Deck Units=7 (every flute)
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.
1 The ratio of span of deck unit to average length of sheet is taken to be 1/3.2 Diaphragm loads are based on steel decks having an average ultimate tensile strength of 55 ksi.3 Values shown calculated in accordance with SDI equations using a φ factor of 0.5 for LSD for all load conditions.
c
Deck Fasteners for Attachment to Bar Joist 3.5.2
Steel Deck Fastening Systems
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 2013 125
Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada)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 w/Hilti X-EDNK22/EDN19 (Canada only)1,2,3
Diaphragm Table 36-4 w/X-EDNK22/EDN19 Metric
No. of Transverse Nails per 900 mm Wide Deck Units=4 (every other flute)
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.
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-EDNK22/EDN19 (Canada only)1, 2, 3
No. of Transverse Nails per 600 mm Wide Deck Units=5 (every flute)
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.
1 The ratio of span of deck unit to average length of sheet is taken to be 1/3.2 Diaphragm loads are based on steel decks having an average ultimate tensile strength of 55 ksi.3 Values shown calculated in accordance with SDI equations using a φ factor of 0.5 for LSD for all load conditions.
c
Note: Reference pages 122-123 for generally higher diaphragm capacities with Hilti Sidelap Connectors (SLC).
3.5.2 Deck Fasteners for Attachment to Bar Joist
Steel Deck Fastening Systems
126 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 2013