Post-Installed Anchors in Masonry US English | Page 20

Table 6. Hilti HIT-HY 200 V3 adhesive design strength with masonry / bond failure for threaded rod 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

Nominal anchor diameter in.

1 / 2

5 / 8

3 / 4

Effective embedment in.( mm)

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)

445( 2.0)

730( 3.2)

1,095( 4.9)

1,625( 7.2)

580( 2.6)

835( 3.7)

1,255( 5.6)

1,860( 8.3)

735( 3.3)

945( 4.2)

1,415( 6.3)

2,095( 9.3)

445( 2.0)

730( 3.2)

1,095( 4.9)

1,625( 7.2)

580( 2.6)

835( 3.7)

1,255( 5.6)

1,860( 8.3)

735( 3.3)

945( 4.2)

1,415( 6.3)

2,095( 9.3)

445( 2.0)

730( 3.2)

1,095( 4.9)

1,625( 7.2)

580( 2.6)

835( 3.7)

1,255( 5.6)

1,860( 8.3)

735( 3.3)

945( 4.2)

1,415( 6.3)

2,095( 9.3) f ́m = 3000 psi( 20.7 MPa) lb( kN)

445( 2.0)

730( 3.2)

1,095( 4.9)

1,625( 7.2)

580( 2.6)

835( 3.7)

1,255( 5.6)

1,860( 8.3)

735( 3.3)

945( 4.2)

f ́m = 1500 psi( 10.3 MPa) lb( kN)

960( 4.3)

1,320( 5.9)

1,320( 5.9)

1,320( 5.9)

1,250( 5.6)

1,445( 6.4)

1,475( 6.6)

1,475( 6.6)

1,580( 7.0)

2,035( 9.1)

960( 4.3)

1,520( 6.8)

1,520( 6.8)

1,520( 6.8)

1,250( 5.6)

1,665( 7.4)

1,700( 7.6)

1,700( 7.6)

1,580( 7.0)

2,035( 9.1)

960( 4.3)

1,575( 7.0)

1,700( 7.6)

1,700( 7.6)

1,250( 5.6)

1,805( 8.0)

1,905( 8.5)

1,905( 8.5)

1,580( 7.0)

2,035( 9.1) 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 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

1 / 2-in diameter- α sat =. 93 5 / 8-in diameter- α sat =. 79 3 / 4-in diameter- α sat = 0.65 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 in shear by the following reduction factors:

1 / 2-in and 5 / 8-in. diameter = 0.50 3 / 4-in diameter = 0.46 8 Tabular values are for short term loads only. For sustained loads including overhead use, see Section 3.0.

1,415( 6.3)

2,095( 9.3)

3,050( 13.6)

3,115( 13.9)

3,050( 13.6)

3,600( 16.0)

3,050( 13.6)

4,020( 17.9)

960( 4.3)

1,575( 7.0)

1,865( 8.3)

1,865( 8.3)

1,250( 5.6)

1,805( 8.0)

2,085( 9.3)

2,085( 9.3)

1,580( 7.0)

2,035( 9.1)

3,050( 13.6)

4,405( 19.6)

20