Table 11 — Hilti HSL-3-R factored resistance with concrete / pullout failure in uncracked concrete 1 , 2 , 3 , 4
Anchor Fastening Technical Guide , Edition 22
Nominal anchor diameter
M8
M10
M12
M16
M20
Effective embed . mm ( in ) f΄c = 20 MPa ( 2,900 psi ) lb ( kN ) f΄c = 25 MPa ( 3,625 psi ) lb ( kN )
Tension - N r
f΄c = 30 MPa ( 4,350 psi ) lb ( kN ) f΄c = 40 MPa ( 5,800 psi ) lb ( kN ) f΄c = 20 MPa ( 2,900 psi ) lb ( kN ) f΄c = 25 MPa ( 3,625 psi ) lb ( kN )
Shear - V r
f΄c = 30 MPa ( 4,350 psi ) lb ( kN ) f΄c = 40 MPa ( 5,800 psi ) lb ( kN )
60 1,870 1,910 1,945 2,005 2,280 2,545 2,790 3,220 ( 2.36 ) ( 8.3 ) ( 8.5 ) ( 8.7 ) ( 8.9 ) ( 10.1 ) ( 11.3 ) ( 12.4 ) ( 14.3 ) 70 3,255 3,635 3,985 4,600 6,505 7,275 7,970 9,200 ( 2.76 ) ( 14.5 ) ( 16.2 ) ( 17.7 ) ( 20.5 ) ( 28.9 ) ( 32.4 ) ( 35.4 ) ( 40.9 ) 80 3,975 4,445 4,870 5,620 7,950 8,890 9,735 11,240 ( 3.15 ) ( 17.7 ) ( 19.8 ) ( 21.7 ) ( 25.0 ) ( 35.4 ) ( 39.5 ) ( 43.3 ) ( 50.0 ) 100 7,385 8,255 9,045 10,445 14,770 16,510 18,090 20,885 ( 3.94 ) ( 32.8 ) ( 36.7 ) ( 40.2 ) ( 46.5 ) ( 65.7 ) ( 73.5 ) ( 80.5 ) ( 92.9 ) 125 11,505 12,865 14,095 16,275 23,015 25,730 28,185 32,550 ( 4.92 ) ( 51.2 ) ( 57.2 ) ( 62.7 ) ( 72.4 ) ( 102.4 ) ( 114.5 ) ( 125.4 ) ( 144.8 )
Table 12 — Hilti HSL-3-R factored resistance with concrete / pullout failure in cracked concrete 1 , 2 , 3 , 4 , 5
Nominal anchor diameter
M8
M10
M12
M16
M20
Effective embed . mm ( in ) f΄c = 20 MPa ( 2,900 psi ) lb ( kN ) f΄c = 25 MPa ( 3,625 psi ) lb ( kN )
Tension - N r
f΄c = 30 MPa ( 4,350 psi ) lb ( kN ) f΄c = 40 MPa ( 5,800 psi ) lb ( kN ) f΄c = 20 MPa ( 2,900 psi ) lb ( kN ) f΄c = 25 MPa ( 3,625 psi ) lb ( kN )
Shear - V r
f΄c = 30 MPa ( 4,350 psi ) lb ( kN ) f΄c = 40 MPa ( 5,800 psi ) lb ( kN )
60 1,615 1,810 1,980 2,285 1,615 1,810 1,980 2,285 ( 2.36 ) ( 7.2 ) ( 8.0 ) ( 8.8 ) ( 10.2 ) ( 7.2 ) ( 8.0 ) ( 8.8 ) ( 10.2 ) 70 2,705 3,020 3,310 3,825 5,725 6,400 7,010 8,095 ( 2.76 ) ( 12.0 ) ( 13.4 ) ( 14.7 ) ( 17.0 ) ( 25.5 ) ( 28.5 ) ( 31.2 ) ( 36.0 ) 80 3,975 4,445 4,870 5,620 7,950 8,890 9,735 11,240 ( 3.15 ) ( 17.7 ) ( 19.8 ) ( 21.7 ) ( 25.0 ) ( 35.4 ) ( 39.5 ) ( 43.3 ) ( 50.0 ) 100 6,535 7,305 8,005 9,240 13,070 14,615 16,005 18,485 ( 3.94 ) ( 29.1 ) ( 32.5 ) ( 35.6 ) ( 41.1 ) ( 58.1 ) ( 65.0 ) ( 71.2 ) ( 82.2 ) 125 8,310 9,295 10,180 11,755 18,265 20,420 22,370 25,830 ( 4.92 ) ( 37.0 ) ( 41.3 ) ( 45.3 ) ( 52.3 ) ( 81.3 ) ( 90.8 ) ( 99.5 ) ( 114.9 )
1 See Section 3.1.9 of Hilti Product Technical Guide Volume 2-21 to convert design strength value to ASD value . 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted . 3 Apply spacing , edge distance , and concrete thickness factors in Tables 6 through 9 as necessary . Compare to the steel values in Table 13 .
The lesser of the values is to be used for the design . 4 Tablular values are for normal-weight concrete only . For lightweight concrete multiply design strength by λ a as follows :
For sand-lightweight , λ a = 0.68 ; for all-lightweight , λ a
= 0.60 .
5 Tabular values are for static loads only . Seismic design is not permitted for uncracked concrete . For seismic tension loads , multiply cracked concrete tabular values in tension only by
α N , seis
= 0.75 . See Section 3.1.9 of Hilti Product Technical Guide Volume 2-21 for additional information on seismic applications .
3.3.3
Table 13 — Steel resistance for Hilti HSL-3-R anchors 1 , 2
Nominal Anchor Diameter mm
M8
M10
M12
M16
M20
Tensile 3
N sar lb ( kN )
HSL-3-R HSL-3-GR HSL-3-SKR
Shear 4
V sar lb ( kN )
Seismic
Shear 5
V sar , eq lb ( kN )
Tensile 3
Nsar lb ( kN )
Shear 4
Vsar lb ( kN )
Seismic
Shear 5
Vsar , eq lb ( kN )
Tensile 3
Nsar lb ( kN )
Shear 4
Vsar lb ( kN )
Seismic
Shear 5
Vsar , eq lb ( kN )
3,915 6,365 1,735 3,915 5,775 1,735 3,915 6,365 1,735 ( 17.4 ) ( 28.3 ) ( 7.7 ) ( 17.4 ) ( 25.7 ) ( 7.7 ) ( 17.4 ) ( 28.3 ) ( 7.7 ) 6,205 8,985 4,230 6,205 8,455 4,230 6,205 8,985 4,230 ( 27.6 ) ( 40.0 ) ( 18.8 ) ( 27.6 ) ( 37.6 ) ( 18.8 ) ( 27.6 ) ( 40.0 ) ( 18.8 ) 9,020 11,665 4,515 9,020 11,295 4,515 9,020 11,665 4,515 ( 40.1 ) ( 51.9 ) ( 20.1 ) ( 40.1 ) ( 50.2 ) ( 20.1 ) ( 40.1 ) ( 51.9 ) ( 20.1 ) 16,800 18,375 9,170 16,800 18,575 9,170 ( 74.7 ) ( 81.7 ) ( 40.8 ) ( 74.7 ) ( 82.6 ) ( 40.8 ) 26,215 20,810 9,170 26,215 22,930 9,170 ( 116.6 ) ( 92.6 ) ( 40.8 ) ( 116.6 ) ( 102.0 ) ( 40.8 )
- - -
- - -
1 See Section 3.1.9 of Hilti Product Technical Guide Volume 2-21 to convert design strength value to ASD value . 2 Hilti HSL-3-R anchors are to be considered ductile steel elements . 2 Tensile = A se , N
Φ s f uta
R as noted in CSA A23.3 Annex D 4 Shear determined by static shear tests with V sar
≤ 0.6 A se , V
Φ s f uta
R as noted in CSA A23.3 Annex D . 5 Seismic shear values determined by seismic shear tests with V sar , eq
≤ 0.60 A se , V
Φ s f uta
R as noted in CSA A23.3 Annex D . See Section 3.1.9 of Hilti Product Technical Guide Volume
2-21 for additional information on seismic applications .
Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.3.3 HSL3-R HEAVY DUTY STAINLESS STEEL ANCHOR Hilti , Inc . 1-800-879-8000 | en español 1-800-879-5000 | www . hilti . com | Hilti ( Canada ) Corporation | www . hilti . ca | 1-800-363-4458
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