Post-Installed Anchors in Masonry US English | Page 28

Table 12 — Hilti HIT-HY 200 V3 adhesive design strength with masonry / bond failure for rebar in the top of uncracked fully grouted CMU walls and installed at minimum edge distance parallel with masonry course 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8
Rebar Size
# 4
# 5
Effective embedment in . ( mm ) f ́m = 1500 psi ( 10.3 MPa ) lb ( kN )
Tension ( lesser of breakout or bond ) — ΦN n
f ́m = 2000 psi ( 13.8 MPa ) lb ( kN ) f ́m = 2500 psi ( 17.2 MPa ) lb ( kN ) f ́m = 3000 psi ( 20.7 MPa ) lb ( kN )
Shear ( lesser of breakout , pryout , or crushing ) - ΦV n
f ́m = 1500 psi ( 10.3 MPa ) lb ( kN ) f ́m = 2000 psi ( 13.8 MPa ) lb ( kN ) f ́m = 2500 psi ( 17.2 MPa ) lb ( kN ) f ́m = 3000 psi ( 20.7 MPa ) lb ( kN )
2-3 / 4
670
670
670
670
1,225
1,410
1,445
1,445
( 70 )
( 3.0 )
( 3.0 )
( 3.0 )
( 3.0 )
( 5.4 )
( 6.3 )
( 6.4 )
( 6.4 )
4-1 / 2
1,100
1,100
1,100
1,100
1,320
1,520
1,700
1,865
( 114 )
( 4.9 )
( 4.9 )
( 4.9 )
( 4.9 )
( 5.9 )
( 6.8 )
( 7.6 )
( 8.3 )
6-3 / 4
1,650
1,650
1,650
1,650
1,320
1,520
1,700
1,865
( 171 )
( 7.3 )
( 7.3 )
( 7.3 )
( 7.3 )
( 5.9 )
( 6.8 )
( 7.6 )
( 8.3 )
10
2,440
2,440
2,440
2,440
1,320
1,520
1,700
1,865
( 254 )
( 10.9 )
( 10.9 )
( 10.9 )
( 10.9 )
( 5.9 )
( 6.8 )
( 7.6 )
( 8.3 )
3-1 / 8
790
790
790
790
1,340
1,550
1,705
1,705
( 79 )
( 3.5 )
( 3.5 )
( 3.5 )
( 3.5 )
( 6.0 )
( 6.9 )
( 7.6 )
( 7.6 )
4-1 / 2
1,140
1,140
1,140
1,140
1,445
1,665
1,865
2,040
( 114 )
( 5.1 )
( 5.1 )
( 5.1 )
( 5.1 )
( 6.4 )
( 7.4 )
( 8.3 )
( 9.1 )
6-3 / 4
1,710
1,710
1,710
1,710
1,475
1,700
1,905
2,085
( 171 )
( 7.6 )
( 7.6 )
( 7.6 )
( 7.6 )
( 6.6 )
( 7.6 )
( 8.5 )
( 9.3 )
10
2,530
2,530
2,530
2,530
1,475
1,700
1,905
2,085
( 254 )
( 11.3 )
( 11.3 )
( 11.3 )
( 11.3 )
( 6.6 )
( 7.6 )
( 8.5 )
( 9.3 )
1 Linear interpolation between embedment depths and masonry compressive strengths is not permitted . 2 Tabular values are for a single anchor located at minimum edge of 1-3 / 4-in ( 2-3 / 4-in for 3 / 4-in diameter ) from edge parallel with masonry course with no additional influence from nearby edges or additional anchors . For designs with the additional influence of nearby edges , a different edge distance , or additional anchors , use Hilti PROFIS Engineering Design software or perform anchor calculation using design equations from AC58 . 3 Compare masonry tabular values to the steel values in the Appendix . The lesser of the values is to be used for the design . 4 Data is for Temperature Range A : Maximum short term temperature = 130 ° F ( 55 ° C ) | Maximum long term temperature = 110 ° F ( 43 ° C ).
For Temperature Range B : Maximum short term temperature = 176 ° F ( 80 ° C ) | Maximum long term temperature = 110 ° F ( 43 ° C ), multiply design strength values by 0.82 . 5 Tabular values are for dry masonry conditions . For water saturated masonry conditions , multiply design strength values by α sat
# 4 rebar - α sat = 0.93
# 5 rebar - α sat
= 0.79 6 Tabular values are for static loads only . For seismic loads , multiply design strength values in tension and shear by : 0.75 . 7 Tabular shear values are for shear force parallel to the edge parallel with the masonry course . For shear force perpendicular to the edge parallel with the masonry course , multiply design strength values by 0.50 . 8 Tabular values are for short term loads only . For sustained loads including overhead use , see Section 3.0 .
Table 13 — Hilti HIT-HY 200 V3 adhesive design strength with masonry / bond failure for rebar in the top of cracked fully grouted CMU walls and installed at minimum edge distance parallel with masonry course 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8
Rebar Size
# 4
# 5
Effective embedment in . ( mm ) f ́m = 1500 psi ( 10.3 MPa ) lb ( kN )
Tension ( lesser of breakout or bond ) — ΦN n
f ́m = 2000 psi ( 13.8 MPa ) lb ( kN ) f ́m = 2500 psi ( 17.2 MPa ) lb ( kN ) f ́m = 3000 psi ( 20.7 MPa ) lb ( kN )
Shear ( lesser of breakout , pryout , or crushing ) - ΦV n
f ́m = 1500 psi ( 10.3 MPa ) lb ( kN ) f ́m = 2000 psi ( 13.8 MPa ) lb ( kN ) f ́m = 2500 psi ( 17.2 MPa ) lb ( kN ) f ́m = 3000 psi ( 20.7 MPa ) lb ( kN )
2-3 / 4
470
470
470
470
875
1,010
1,015
1,015
( 70 )
( 2.1 )
( 2.1 )
( 2.1 )
( 2.1 )
( 3.9 )
( 4.5 )
( 4.5 )
( 4.5 )
4-1 / 2
770
770
770
770
940
1,085
1,215
1,330
( 114 )
( 3.4 )
( 3.4 )
( 3.4 )
( 3.4 )
( 4.2 )
( 4.8 )
( 5.4 )
( 5.9 )
6-3 / 4
1,155
1,155
1,155
1,155
940
1,085
1,215
1,330
( 171 )
( 5.1 )
( 5.1 )
( 5.1 )
( 5.1 )
( 4.2 )
( 4.8 )
( 5.4 )
( 5.9 )
10
1,715
1,715
1,715
1,715
940
1,085
1,215
1,330
( 254 )
( 7.6 )
( 7.6 )
( 7.6 )
( 7.6 )
( 4.2 )
( 4.8 )
( 5.4 )
( 5.9 )
3-1 / 8
405
405
405
405
875
875
875
875
( 79 )
( 1.8 )
( 1.8 )
( 1.8 )
( 1.8 )
( 3.9 )
( 3.9 )
( 3.9 )
( 3.9 )
4-1 / 2
585
585
585
585
1,030
1,190
1,260
1,260
( 114 )
( 2.6 )
( 2.6 )
( 2.6 )
( 2.6 )
( 4.6 )
( 5.3 )
( 5.6 )
( 5.6 )
6-3 / 4
875
875
875
875
1,055
1,215
1,360
1,490
( 171 )
( 3.9 )
( 3.9 )
( 3.9 )
( 3.9 )
( 4.7 )
( 5.4 )
( 6.0 )
( 6.6 )
10
1,300
1,300
1,300
1,300
1,055
1,215
1,360
1,490
( 254 )
( 5.8 )
( 5.8 )
( 5.8 )
( 5.8 )
( 4.7 )
( 5.4 )
( 6.0 )
( 6.6 )
1 Linear interpolation between embedment depths and masonry compressive strengths is not permitted . 2 Tabular values are for a single anchor located at minimum edge of 1-3 / 4-in ( 2-3 / 4-in for 3 / 4-in diameter ) from edge parallel with masonry course with no additional influence from nearby edges or additional anchors . For designs with the additional influence of nearby edges , a different edge distance , or additional anchors , use Hilti PROFIS Engineering Design software or perform anchor calculation using design equations from AC58 . 3 Compare masonry tabular values to the steel values in the Appendix . The lesser of the values is to be used for the design . 4 Data is for Temperature Range A : Maximum short term temperature = 130 ° F ( 55 ° C ) | Maximum long term temperature = 110 ° F ( 43 ° C ).
For Temperature Range B : Maximum short term temperature = 176 ° F ( 80 ° C ) | Maximum long term temperature = 110 ° F ( 43 ° C ), multiply design strength values by 0.82 . 5 Tabular values are for dry masonry conditions . For water saturated masonry conditions , multiply design strength values by α sat
# 4 rebar - α sat = 0.93
# 5 rebar - α sat
= 0.79 6 Tabular values are for static loads only . For seismic loads , multiply design strength values in tension and shear by : 0.75 . 7 Tabular shear values are for shear force parallel to the edge parallel with the masonry course . For shear force perpendicular to the edge parallel with the masonry course , multiply design strength values by 0.50 . 8 Tabular values are for short term loads only . For sustained loads including overhead use , see Section 3.0 .
28 Masonry Fastening Technical Guide Edition 24 | 7.0 HIT-HY 200 V3 HYBRID FOR MASONRY CONSTRUCTION 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