Table 87 — Hilti HIT-HY 200 A / R V3 adhesive factored resistance with concrete / bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9
Tension - N r Shear - V r
Thread size
3 / 8-16 UNC
1 / 2-13 UNC
5 / 8-11 UNC
3 / 4-10 UNC
Effective embedment in . ( mm ) ƒ ' c
= 20 MPa ( 2,900psi ) lb ( kN ) ƒ ' c
= 25 MPa ( 3,625 psi ) lb ( kN ) ƒ ' c
= 30 MPa ( 4,350 psi ) lb ( kN ) ƒ ' c
= 40 MPa ( 5,800 psi ) lb ( kN ) ƒ ' c
= 20 MPa ( 2,900 psi ) lb ( kN ) ƒ ' c
= 25 MPa ( 3,625 psi ) lb ( kN ) ƒ ' c
= 30 MPa ( 4,350 psi ) lb ( kN ) ƒ ' c
= 40 MPa ( 5,800 psi ) lb ( kN )
4-3 / 8 7,540 8,430 9,235 10,660 15,080 16,860 18,470 21,325 ( 110 ) ( 33.5 ) ( 37.5 ) ( 41.1 ) ( 47.4 ) ( 67.1 ) ( 75.0 ) ( 82.1 ) ( 94.9 )
5 9,135 10,210 11,185 12,915 18,265 20,420 22,370 25,830 ( 125 ) ( 40.6 ) ( 45.4 ) ( 49.8 ) ( 57.5 ) ( 81.3 ) ( 90.8 ) ( 99.5 ) ( 114.9 ) 6-3 / 4 14,485 16,195 17,740 20,485 28,970 32,390 35,480 40,970 ( 170 ) ( 64.4 ) ( 72.0 ) ( 78.9 ) ( 91.1 ) ( 128.9 ) ( 144.1 ) ( 157.8 ) ( 182.2 ) 8-1 / 8 19,180 21,445 23,490 27,125 38,360 42,890 46,985 54,255 ( 205 ) ( 85.3 ) ( 95.4 ) ( 104.5 ) ( 120.7 ) ( 170.6 ) ( 190.8 ) ( 209.0 ) ( 241.3 )
Table 88 — Hilti HIT-HY 200 A / R V3 adhesive factored resistance with concrete / bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9
Tension - N r Shear - V r
Thread size
3 / 8-16 UNC
1 / 2-13 UNC
5 / 8-11 UNC
3 / 4-10 UNC
Effective embedment in . ( mm ) ƒ ' c
= 20 MPa ( 2,900psi ) lb ( kN ) ƒ ' c
= 25 MPa ( 3,625 psi ) lb ( kN ) ƒ ' c
= 30 MPa ( 4,350 psi ) lb ( kN ) ƒ ' c
= 40 MPa ( 5,800 psi ) lb ( kN ) ƒ ' c
= 20 MPa ( 2,900 psi ) lb ( kN ) ƒ ' c
= 25 MPa ( 3,625 psi ) lb ( kN ) ƒ ' c
= 30 MPa ( 4,350 psi ) lb ( kN ) ƒ ' c
= 40 MPa ( 5,800 psi ) lb ( kN )
4-3 / 8 5,235 5,595 5,910 6,445 10,470 11,190 11,820 12,885 ( 110 ) ( 23.3 ) ( 24.9 ) ( 26.3 ) ( 28.7 ) ( 46.6 ) ( 49.8 ) ( 52.6 ) ( 57.3 )
5 6,395 7,150 7,830 9,040 12,785 14,295 15,660 18,080 ( 125 ) ( 28.4 ) ( 31.8 ) ( 34.8 ) ( 40.2 ) ( 56.9 ) ( 63.6 ) ( 69.7 ) ( 80.4 ) 6-3 / 4 10,140 11,335 12,420 14,340 20,280 22,675 24,835 28,680 ( 170 ) ( 45.1 ) ( 50.4 ) ( 55.2 ) ( 63.8 ) ( 90.2 ) ( 100.9 ) ( 110.5 ) ( 127.6 ) 8-1 / 8 13,425 15,010 16,445 18,990 26,855 30,025 32,890 37,975 ( 205 ) ( 59.7 ) ( 66.8 ) ( 73.1 ) ( 84.5 ) ( 119.5 ) ( 133.5 ) ( 146.3 ) ( 168.9 )
1 See Section 3.1.8 for explanation on development of load values . 2 See Section 3.1.8 to convert design strength value to ASD value . 3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted . 4 Apply spacing , edge distance , and concrete thickness factors in tables 60 - 61 as necessary to the above values . Compare to the steel values in table 85 . The lesser of the values is to be used for the design .
5 Data is for temperature range A : Max . short term temperature = 130 ° F ( 55 ° C ), max . long term temperature = 110 ° F ( 43 ° C ). For temperature range B : Max . short term temperature = 176 ° F ( 80 ° C ), max . long term temperature = 110 ° F ( 43 ° C ) multiply above values by 0.92 . For temperature range C : Max . short term temperature = 248 ° F ( 120 ° C ), max . long term temperature = 162 ° F ( 72 ° C ) multiply above values by 0.78 . Short term elevated concrete temperatures are those that occur over brief intervals , e . g ., as a result of diurnal cycling . Long term concrete temperatures are roughly constant over significant periods of time . 6 Tabular values are for dry concrete conditions . For water saturated concrete multiply design strength value by 0.85 . 7 Tabular values are for short term loads only . For sustained loads including overhead use , see Section 3.1.8 . 8 Tabular values are for normal-weight concrete only . For lightweight concrete multiply design strength by λ a as follows :
For sand-lightweight , λ a = 0.51 . For all-lightweight , λ a
= 0.45 .
9 Tabular values are for static loads only . Seismic design is not permitted for uncracked concrete . For seismic loads , multiply cracked concrete tabular values in tension and shear by the following reduction factors : For all insert diameters - α seis
= 0.69 See section 3.1.8 for additional information on seismic applications .
88 Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.2.2 HILTI HIT-HY 200 A / R V3 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