HUS-V Screw anchor These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014 272 HUS-V Screw anchor Anchor version Benefits HUS-V 8 / 10 Carbon steel concrete screw with hexagonal head - High productivity – less drilling and fewer operations than with conventional anchors - Technical data for cracked and non-cracked concrete - Technical data for reusability in fresh concrete (f ck,cube =10/15/20 Nmm 2 ) for temporary applications - Two embedment depths for maximum design flexibility Concrete Tensile zone Small edge distance and spacing Basic loading data (for a single anchor) All data in this section applies to For details see Simplified design method - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Minimum base material thickness - Cracked and non-cracked Concrete C 20/25, f ck,cube = 25 N/mm² - Adjustment allowed during the installation for size 8 and 10, h nom2 only,. Mean ultimate resistance Anchor size HUS-V 8 10 Nominal embedment depth h nom [mm] 50 65 55 75 Non-cracked concrete Tensile N Ru,m [kN] 11,9 21,2 11,9 26,6 Shear V Ru,m [kN] 16,4 16,7 18,6 20,5 Cracked concrete Tensile N Ru,m [kN] 5,3 11,9 8,0 21,2 Shear V Ru,m [kN] 11,7 16,7 13,2 20,5
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HUS-V Screw anchor
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014 272
HUS-V Screw anchor Anchor version Benefits
HUS-V 8 / 10 Carbon steel concrete screw with hexagonal head
- High productivity – less drilling and fewer operations than with conventional anchors
- Technical data for cracked and non-cracked concrete
- Technical data for reusability in fresh concrete (fck,cube=10/15/20 Nmm2) for temporary applications
- Two embedment depths for maximum design flexibility
Concrete Tensile zone
Small edge distance
and spacing
Basic loading data (for a single anchor) All data in this section applies to For details see Simplified design method - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Minimum base material thickness - Cracked and non-cracked Concrete C 20/25, fck,cube = 25 N/mm² - Adjustment allowed during the installation for size 8 and 10, hnom2 only,. Mean ultimate resistance Anchor size HUS-V 8 10 Nominal embedment depth hnom [mm] 50 65 55 75
For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced, Simplified design method Simplified version of the design method according ETAG 001, Annex C,
Influence of concrete strength Influence of edge distance Influence of spacing Valid for a group of two anchors, (The method may also be applied for anchor groups with more than two
anchors or more than one edge, The influencing factors must then be considered for each edge distance and spacing, The calculated design loads are then conservative: They will be lower than the exact values according ETAG 001, Annex C.
The design method is based on the following simplification: No different loads are acting on individual anchors (no eccentricity)
The values are valid for one anchor,
HUS-V Screw anchor
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
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Tension loading
The design tensile resistance is the lower value of - Steel resistance: NRd,s
a) The anchor spacing shall not be smaller than the minimum anchor spacing s min given in the table with the setting details, This influencing factor must be considered for every anchor spacing,
Influence of base material thickness h/hmin 1,0 1,1 1,2 1,3 1,4 1,5 1,6 1,7 1,8 ≥ 1,84 f h,sp = [h/(hmin)]
2/3 1 1,07 1,13 1,19 1,25 1,31 1,37 1,42 1,48 1,5 Influence of reinforcement a)
Anchor size 8 10 Type HUS-V
Nominal anchorage depth hnom [mm] 50 65 55 75
fre,N = 0,5 + hef /200mm ≤ 1 0,70 0,76 0,71 0,80 e) This factor applies only for dense reinforcement, If in the area of anchorage there is reinforcement with a
spacing ≥ 150 mm (any diameter) or with a diameter ≤ 10 mm and a spacing ≥ 100 mm, then a factor fre,N = 1 may be applied,
HUS-V Screw anchor
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
281
Shear loading
The design shear resistance is the lower value of - Steel resistance: VRd,s
- Concrete pryout resistance: VRd,cp = k NRd,c
- Concrete edge resistance: VRd,c = V0Rd,c fB fß f h f4 f hef fc
Shear VRd, without lever arm Non-cracked concrete [kN] 4,6 10,6 5,4 13,0 Cracked concrete [kN] 3,3 9,9 3,9 10,1
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09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
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Basic loading data for temporary application in standard and fresh concrete < 28 days old, fck,cube 10 N/mm²: All data in this section applies to the following conditions:
Strength class, fck,cube ≥ 10 N/mm² Only temporary use Screw is reusable, before each usage it must be checked according Hilti instruction for use with the suited
tube Hilti HRG Design resistance and recommended load are valid for single anchor only Design resistance as well as the recommended load are valid for all load direction and valid for both
cracked and non-cracked concrete Minimum base material thickness No edge distance and spacing influence
fck,cube ≥ 20 N/mm2 [kN] 1,4 3,0 1,7 3,2 a) With overall partial safety factor for action = 1,4. The partial safety factors for action depend on the type of
loading and shall be taken from national regulations.
HUS-V Screw anchor
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014