Table 14 — Hilti HIT-HY 270 adhesive design strength with masonry / bond failure for HIS- ( R ) N in the face of uncracked fully grouted CMU walls 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8
Nominal anchor diameter in .
3 / 8
1 / 2
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 ) f ́m = 1500 psi ( 10.3 MPa ) lb ( kN )
Shear ( lesser of pryout or crushing ) — ΦV 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 )
4-3 / 8 |
1,410 |
1,410 |
1,410 |
1,410 |
3,535 |
3,585 |
3,585 |
3,585 |
( 111 ) |
( 6.3 ) |
( 6.3 ) |
( 6.3 ) |
( 6.3 ) |
( 15.7 ) |
( 15.9 ) |
( 15.9 ) |
( 15.9 ) |
5 |
1,925 |
1,925 |
1,925 |
1,925 |
3,825 |
4,110 |
4,345 |
4,545 |
( 127 ) |
( 8.6 ) |
( 8.6 ) |
( 8.6 ) |
( 8.6 ) |
( 17.0 ) |
( 18.3 ) |
( 19.3 ) |
( 20.2 ) |
1 Linear interpolation between embedment depths and masonry compressive strengths is not permitted . 2 Tabular values are for a single anchor with no influence from nearby edges , hollow head joints , or additional anchors . For designs with the influence of nearby edges , hollow head joints , 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 va lues by 0.91 . 6 Tabular values are for dry masonry conditions . For water saturated masonry conditions , multiply design strength values by : α sat
, 3 / 8-in and 1 / 2-in diameter - α sat
= 0.93 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 .
Table 15 — Hilti HIT-HY 270 adhesive design strength with masonry / bond failure for HIS- ( R ) N in the face of cracked fully grouted CMU walls 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8
Nominal anchor diameter in .
3 / 8
1 / 2
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 ) f ́m = 1500 psi ( 10.3 MPa ) lb ( kN )
Shear ( lesser of pryout or crushing ) — ΦV 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 )
4-3 / 8 |
670 |
670 |
670 |
670 |
1,700 |
1,700 |
1,700 |
1,700 |
( 111 ) |
( 3.0 ) |
( 3.0 ) |
( 3.0 ) |
( 3.0 ) |
( 7.6 ) |
( 7.6 ) |
( 7.6 ) |
( 7.6 ) |
5 |
630 |
630 |
630 |
630 |
1,605 |
1,605 |
1,605 |
1,605 |
( 127 ) |
( 2.8 ) |
( 2.8 ) |
( 2.8 ) |
( 2.8 ) |
( 7.1 ) |
( 7.1 ) |
( 7.1 ) |
( 7.1 ) |
1 Linear interpolation between embedment depths and masonry compressive strengths is not permitted . 2 Tabular values are for a single anchor with no influence from nearby edges , hollow head joints , or additional anchors . For designs with the influence of nearby edges , hollow head joints , 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 0.91 . 6 Tabular values are for dry masonry conditions . For water saturated masonry conditions , multiply design strength values by : α sat
, 3 / 8-in and 1 / 2-in diameter - α sat
= 0.93
7 Tabular values are for static loads only . For seismic loads , multiply design strength values in tension and shear by the following reduction factors : 3 / 8-in diameter = 0.41 1 / 2-in diameter = 0.49
8 Tabular values are for short term loads only . For sustained loads including overhead use , see Section 3.0 .
46 Masonry Fastening Technical Guide Edition 24 | 7.1 HIT-HY 270 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