Post-Installed Anchors in Masonry US English | Page 27

Masonry Anchor Strength Design Guide 2024
Table 11 — Hilti HIT-HY 200 V3 adhesive design strength with masonry / bond failure for rebar in the face of cracked fully grouted CMU walls and installed at minimum distance from centerline of hollow head joint 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8
Rebar Size
# 3
# 4
# 5
# 6
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 / 8
710
795
795
795
765
855
855
855
( 60 )
( 3.2 )
( 3.5 )
( 3.5 )
( 3.5 )
( 3.4 )
( 3.8 )
( 3.8 )
( 3.8 )
4-1 / 2
1,430
1,510
1,510
1,510
860
995
1,110
1,215
( 114 )
( 6.4 )
( 6.7 )
( 6.7 )
( 6.7 )
( 3.8 )
( 4.4 )
( 4.9 )
( 5.4 )
6-3 / 4
2,260
2,260
2,260
2,260
860
995
1,110
1,215
( 171 )
( 10.1 )
( 10.1 )
( 10.1 )
( 10.1 )
( 3.8 )
( 4.4 )
( 4.9 )
( 5.4 )
7-1 / 2
2,515
2,515
2,515
2,515
860
995
1,110
1,215
( 191 )
( 11.2 )
( 11.2 )
( 11.2 )
( 11.2 )
( 3.8 )
( 4.4 )
( 4.9 )
( 5.4 )
2-3 / 4
825
950
1,020
1,020
920
1,065
1,190
1,300
( 70 )
( 3.7 )
( 4.2 )
( 4.5 )
( 4.5 )
( 4.1 )
( 4.7 )
( 5.3 )
( 5.8 )
4-1 / 2
1,430
1,650
1,665
1,665
995
1,145
1,280
1,405
( 114 )
( 6.4 )
( 7.3 )
( 7.4 )
( 7.4 )
( 4.4 )
( 5.1 )
( 5.7 )
( 6.2 )
6-3 / 4
2,355
2,500
2,500
2,500
995
1,145
1,280
1,405
( 171 )
( 10.5 )
( 11.1 )
( 11.1 )
( 11.1 )
( 4.4 )
( 5.1 )
( 5.7 )
( 6.2 )
10
3,700
3,700
3,700
3,700
995
1,145
1,280
1,405
( 254 )
( 16.5 )
( 16.5 )
( 16.5 )
( 16.5 )
( 4.4 )
( 5.1 )
( 5.7 )
( 6.2 )
3-1 / 8
915
915
915
915
1,010
1,165
1,305
1,430
( 79 )
( 4.1 )
( 4.1 )
( 4.1 )
( 4.1 )
( 4.5 )
( 5.2 )
( 5.8 )
( 6.4 )
4-1 / 2
1,315
1,315
1,315
1,315
1,085
1,255
1,405
1,535
( 114 )
( 5.8 )
( 5.8 )
( 5.8 )
( 5.8 )
( 4.8 )
( 5.6 )
( 6.2 )
( 6.8 )
6-3 / 4
1,975
1,975
1,975
1,975
1,110
1,280
1,435
1,570
( 171 )
( 8.8 )
( 8.8 )
( 8.8 )
( 8.8 )
( 4.9 )
( 5.7 )
( 6.4 )
( 7.0 )
10
2,925
2,925
2,925
2,925
1,110
1,280
1,435
1,570
( 254 )
( 13.0 )
( 13.0 )
( 13.0 )
( 13.0 )
( 4.9 )
( 5.7 )
( 6.4 )
( 7.0 )
3-1 / 2
1,070
1,235
1,380
1,510
1,090
1,260
1,410
1,545
( 89 )
( 4.8 )
( 5.5 )
( 6.1 )
( 6.7 )
( 4.8 )
( 5.6 )
( 6.3 )
( 6.9 )
4-1 / 2
1,430
1,650
1,845
2,020
1,150
1,325
1,480
1,625
( 114 )
( 6.4 )
( 7.3 )
( 8.2 )
( 9.0 )
( 5.1 )
( 5.9 )
( 6.6 )
( 7.2 )
6-3 / 4
2,355
2,720
3,040
3,330
1,190
1,375
1,535
1,685
( 171 )
( 10.5 )
( 12.1 )
( 13.5 )
( 14.8 )
( 5.3 )
( 6.1 )
( 6.8 )
( 7.5 )
10
3,940
4,550
5,090
5,575
1,190
1,375
1,535
1,685
( 254 )
( 17.5 )
( 20.2 )
( 22.6 )
( 24.8 )
( 5.3 )
( 6.1 )
( 6.8 )
( 7.5 )
1 Linear interpolation between embedment depths and masonry compressive strengths is not permitted .
2 Tabular values are for a single anchor located 2-in from centerline of a hollow head joint with no additional influence from nearby edges or additional anchors . For designs with the influence of nearby edges , different distances to a hollow head joint , 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 The maximum embedment for a 8-in CMU block is 6-3 / 4-in . The maximum embedment for a 10-in CMU block is 8-in . The maximum embedment for a 12-in CMU block is 10-in . 5 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 . 6 Tabular values are for dry masonry conditions . For water saturated masonry conditions , multiply design strength values by α sat
# 3 rebar - α sat = 1.00
# 4 rebar - α sat = 0.93
# 5 rebar - α sat = 0.79
# 6 rebar - α sat
= 0.65 7 Tabular values are for static loads only . For seismic loads , multiply design strength values in tension and shear by : 0.75 . 8 Tabular values are for short term loads only . For sustained loads including overhead use , see Section 3.0 .
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
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