Table 7 — Hilti KCM-WF / PD cast-in insert design strength with concrete / pullout failure in uncracked concrete 1 , 2 , 3 , 4 , 5
Anchor Fastening Technical Guide , Edition 22
Tension - N r Shear - V r
Nominal anchor diameter in . ( mm )
1 / 4 " -3 / 8 "
3 / 8 " -1 / 2 "
3 / 8 " -1 / 2 " -5 / 8 "
3 / 8 " -1 / 2 " - 5 / 8 " -3 / 4 "
Effective embed . in . ( mm )
1.12 ( 28 )
1.63 ( 41 )
2.04 ( 52 )
3.00 ( 76 )
Nominal embed . in . ( mm )
1.12 ( 28 )
1.63 ( 41 )
2.04 ( 52 )
3.00 ( 76 ) f ' c
= 20 MPa ( 2,900 psi ) lb ( kN )
1,235 ( 5.5 )
2,175 ( 9.7 )
3,045 ( 13.6 )
5,435 ( 24.2 ) f ' c
= 25 MPa ( 3,625 psi ) lb ( kN )
1,380 ( 6.1 )
2,435 ( 10.8 )
3,405 ( 15.2 )
6,075 ( 27.0 ) f ' c
= 30 MPa ( 4,350 psi ) lb ( kN )
1,515 ( 6.7 )
2,665 ( 11.9 )
3,730 ( 16.6 )
6,655 ( 29.6 ) f ' c
= 40 MPa ( 5,800 psi ) lb ( kN )
1,750 ( 7.8 )
3,075 ( 13.7 )
4,305 ( 19.2 ) f ' c
= 20 MPa ( 2,900 psi ) lb ( kN )
1,235 ( 5.5 )
2,175 ( 9.7 )
3,045 ( 13.6 ) f ' c
= 25 MPa ( 3,625 psi ) lb ( kN )
1,380 ( 6.1 )
2,435 ( 10.8 )
3,405 ( 15.2 ) f ' c
= 30 MPa ( 4,350 psi ) lb ( kN )
1,515 ( 6.7 )
2,665 ( 11.9 )
3,730 ( 16.6 ) f ' c
= 40 MPa ( 5,800 psi ) lb ( kN )
1 See section 3.1.8 to convert factored resistance value to ASD value . 2 Linear interpolation between concrete compressive strengths is not permitted . 3 Tabular values are for single anchor located at edge distance ( c ) and spacing ( s ) greater than 24 ". For anchors with edge distance or spacing less than 24 " use CSA A23.3 to calculate load reduction factor . Compare the value to the steel values in Tables 6 and 9 . 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
= 0.85 ; for all-lightweight , λ a = 0.75 .
5 Tabular values are for static loads only . Seismic design is not permitted for uncracked concrete .
7,685 ( 34.2 )
10,865 ( 48.3 )
12,150 ( 54.1 )
13,310 ( 59.2 )
1,750 ( 7.8 )
3,075 ( 13.7 )
4,305 ( 19.2 )
15,370 ( 68.4 )
Table 8 — Hilti KCM-WF / PD cast-in insert design strength with concrete / pullout failure in cracked concrete 1 , 2 , 3 , 4 , 5
Tension - N r Shear - V r
Nominal anchor diameter in . ( mm )
1 / 4 " -3 / 8 "
3 / 8 " -1 / 2 "
3 / 8 " -1 / 2 " -5 / 8 "
3 / 8 " -1 / 2 " - 5 / 8 " -3 / 4 "
Effective embed . in . ( mm )
1.12 ( 28 )
1.63 ( 41 )
2.04 ( 52 )
3.00 ( 76 )
Nominal embed . in . ( mm )
1.12 ( 28 )
1.63 ( 41 )
2.04 ( 52 )
3.00 ( 76 ) f ' c
= 20 MPa ( 2,900 psi ) lb ( kN )
990 ( 4.4 )
1,740 ( 7.7 )
2,435 ( 10.8 )
4,345 ( 19.3 ) f ' c
= 25 MPa ( 3,625 psi ) lb ( kN )
1,105 ( 4.9 )
1,945 ( 8.7 )
2,725 ( 12.1 )
4,860 ( 21.6 ) f ' c
= 30 MPa ( 4,350 psi ) lb ( kN )
1,210 ( 5.4 )
2,130 ( 9.5 )
2,985 ( 13.3 )
5,325 ( 23.7 ) f ' c
= 40 MPa ( 5,800 psi ) lb ( kN )
1,400 ( 6.2 )
2,460 ( 10.9 )
3,445 ( 15.3 ) f ' c
= 20 MPa ( 2,900 psi ) lb ( kN )
990 ( 4.4 )
1,740 ( 7.7 )
2,435 ( 10.8 ) f ' c
= 25 MPa ( 3,625 psi ) lb ( kN )
1,105 ( 4.9 )
1,945 ( 8.7 )
2,725 ( 12.1 ) f ' c
= 30 MPa ( 4,350 psi ) lb ( kN )
1,210 ( 5.4 )
2,130 ( 9.5 )
2,985 ( 13.3 ) f ' c
= 40 MPa ( 5,800 psi ) lb ( kN )
1 See section 3.1.8 to convert factored resistance value to ASD value . 2 Linear interpolation between concrete compressive strengths is not permitted . 3 Tabular values are for single anchor located at edge distance ( c ) and spacing ( s ) greater than 24 ". For anchors with edge distance or spacing less than 24 " use CSA A23.3 to calculate load reduction factor . Compare the value to the steel values in Tables 6 and 9 . 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
= 0.85 ; for all-lightweight , λ a
= 0.75 . 5 Tabular values are for static loads only . For seismic tension loads , multiply cracked concrete tabular values in tension by α N , seis
= 0.75 . No reduction needed for seismic shear .
6,145 ( 27.3 )
8,695 ( 38.7 )
9,720 ( 43.3 )
10,650 ( 47.4 )
1,400 ( 6.2 )
2,460 ( 10.9 )
3,445 ( 15.3 )
12,295 ( 54.7 )
3.3.15
Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.3.15 KCM-WF / PD CAST-IN ANCHORS 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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