Table 4. Hilti HIT-HY 200 V3 adhesive design strength with masonry / bond failure for threaded rod in the face of uncracked fully grouted CMU walls and installed at minimum distance from centerline of hollow head joint 1, 2, 3, 4, 5, 6, 7, 8
Nominal anchor diameter in.
3 / 8
1 / 2
5 / 8
3 / 4
Effective embedment in.( mm)
2-3 / 8( 60)
4-1 / 2( 114)
6-3 / 4( 171)
7-1 / 2( 191)
2-3 / 4( 70)
4-1 / 2( 114)
6-3 / 4( 171)
10( 254)
3-1 / 8( 79)
4-1 / 2( 114)
6-3 / 4( 171)
10( 254)
3-1 / 2( 89)
4-1 / 2( 114)
6-3 / 4( 171)
10( 254) f ́m = 1500 psi( 10.3 MPa) lb( kN)
1,010( 4.5)
2,025( 9.0)
3,185( 14.2)
3,540( 15.7)
1,170( 5.2)
2,025( 9.0)
3,335( 14.8)
5,585( 24.8)
1,340( 6.0)
2,025( 9.0)
3,335( 14.8)
5,585( 24.8)
1,515( 6.7)
2,025( 9.0)
3,335( 14.8)
5,585( 24.8)
Tension( lesser of breakout or bond)— ϕN n |
|
f ́m = 2000 psi
( 13.8 MPa)
|
f ́m = 2500 psi
( 17.2 MPa)
|
lb( kN) |
lb( kN) |
1,120( 5.0)
2,125( 9.5)
3,185( 14.2)
3,540( 15.7)
1,350( 6.0)
2,335( 10.4)
3,850( 17.1)
6,070( 27.0)
1,545( 6.9)
2,335( 10.4)
3,850( 17.1)
6,020( 26.8)
1,750( 7.8)
2,335( 10.4)
3,850( 17.1)
6,450( 28.7)
1,120( 5.0)
2,125( 9.5)
3,185( 14.2)
3,540( 15.7)
1,510( 6.7)
2,610( 11.6)
4,100( 18.2)
6,070( 27.0)
1,725( 7.7)
2,610( 11.6)
4,065( 18.1)
6,020( 26.8)
1,955( 8.7)
2,610( 11.6)
4,305( 19.1)
6,705( 29.8) f ́m = 3000 psi( 20.7 MPa) lb( kN)
1,120( 5.0)
2,125( 9.5)
3,185( 14.2)
3,540( 15.7)
1,650( 7.3)
2,730( 12.1)
4,100( 18.2)
6,070( 27.0)
1,880( 8.4)
2,710( 12.1)
4,065( 18.1)
6,020( 26.8)
2,140( 9.5)
Shear( lesser of breakout, pryout, or crushing)— ϕV n |
f ́m = = 2000 psi( 13.8 MPa) |
f ́m = 2500 psi
( 17.2 MPa)
|
lb( kN) |
lb( kN) |
f ́m = 1500 psi( 10.3 MPa) lb( kN)
1,085( 4.8)
1,205( 5.4)
1,205( 5.4)
1,205( 5.4)
1,290( 5.7)
1,390( 6.2)
1,390( 6.2)
1,390( 6.2)
1,415( 6.3)
1,520( 6.8)
1,555( 6.9)
1,555( 6.9)
1,530( 6.8)
1,210( 5.4)
1,390( 6.2)
1,390( 6.2)
1,390( 6.2)
1,490( 6.6)
1,605( 7.1)
1,605( 7.1)
1,605( 7.1)
1,635( 7.3)
1,755( 7.8)
1,795( 8.0)
1,795( 8.0)
1,765( 7.9)
1,210( 5.4)
1,555( 6.9)
1,555( 6.9)
1,555( 6.9)
1,665( 7.4)
1,795( 8.0)
1,795( 8.0)
1,795( 8.0)
1,825( 8.1)
1,965( 8.7)
2,005( 8.9)
2,005( 8.9)
1,975( 8.8) f ́m = 3000 psi( 20.7 MPa) lb( kN)
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 6-1 / 8-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 / 8-in diameter- α sat = 1.00 1 / 2-in diameter- α sat = 0.93 5 / 8-in diameter- α sat = 0.79 3 / 4-in diameter- α sat = 0.65 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked masonry. 8 Tabular values are for short term loads only. For sustained loads including overhead use, see Section 3.0
2,860( 12.7)
4,525( 20.1)
6,705( 29.8)
1,605( 7.1)
1,665( 7.4)
1,665( 7.4)
1,855( 8.3)
1,925( 8.6)
1,925( 8.6)
2,075( 9.2)
2,150( 9.6)
2,150( 9.6)
1,210( 5.4)
1,700( 7.6)
1,700( 7.6)
1,700( 7.6)
1,825( 8.1)
1,965( 8.7)
1,965( 8.7)
1,965( 8.7)
2,000( 8.9)
2,150( 9.6)
2,195( 9.8)
2,195( 9.8)
2,160( 9.6)
2,270( 10.1)
2,360( 10.5)
2,360( 10.5)
18