Anchor Fastening Technical Guide , Edition 22
Table 47 — Hilti HIT-RE 500 V3 in Core Drilled Holes roughened with TE-YRT Roughening Tool adhesive design strength 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
Tension — ФN n Shear — ФV n
Thread size
1 / 2-13 UNC
5 / 8-11 UNC
3 / 4-10 UNC
Effective embedment in . ( mm ) ƒ ́c = 2,500 psi ( 17.2 MPa ) lb ( kN ) ƒ ́c = 3,000 psi ( 20.7 MPa ) lb ( kN ) ƒ ́c = 4,000 psi ( 27.6 MPa ) lb ( kN ) ƒ ́c = 6,000 psi ( 41.4 MPa ) lb ( kN ) ƒ ́c = 2,500 psi ( 17.2 MPa ) lb ( kN ) ƒ ́c = 3,000 psi ( 20.7 MPa ) lb ( kN ) ƒ ́c = 4,000 psi ( 27.6 MPa ) lb ( kN ) ƒ ́c = 6,000 psi ( 41.4 MPa ) lb ( kN )
5 8,720 9,555 11,030 13,510 18,785 20,575 23,760 29,100 ( 127 ) ( 38.8 ) ( 42.5 ) ( 49.1 ) ( 60.1 ) ( 83.6 ) ( 91.5 ) ( 105.7 ) ( 129.4 ) 6-3 / 4 13,680 14,985 17,305 21,190 29,460 32,275 37,265 45,645 ( 171 ) ( 60.9 ) ( 66.7 ) ( 77.0 ) ( 94.3 ) ( 131.0 ) ( 143.6 ) ( 165.8 ) ( 203.0 ) 8-1 / 8 18,065 19,790 22,850 27,985 38,910 42,620 49,215 60,275 ( 206 ) ( 80.4 ) ( 88.0 ) ( 101.6 ) ( 124.5 ) ( 173.1 ) ( 189.6 ) ( 218.9 ) ( 268.1 )
3.2.3
Table 48 — Hilti HIT-RE 500 V3 in Core Drilled Holes roughened with TE-YRT Roughening Tool adhesive design strength 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 — ФN n Shear — ФV n
Thread size
1 / 2-13 UNC
5 / 8-11 UNC
3 / 4-10 UNC
Effective embedment in . ( mm ) ƒ ́c = 2,500 psi ( 17.2 MPa ) lb ( kN ) ƒ ́c = 3,000 psi ( 20.7 MPa ) lb ( kN ) ƒ ́c = 4,000 psi ( 27.6 MPa ) lb ( kN ) ƒ ́c = 6,000 psi ( 41.4 MPa ) lb ( kN ) ƒ ́c = 2,500 psi ( 17.2 MPa ) lb ( kN ) ƒ ́c = 3,000 psi ( 20.7 MPa ) lb ( kN ) ƒ ́c = 4,000 psi ( 27.6 MPa ) lb ( kN ) ƒ ́c = 6,000 psi ( 41.4 MPa ) lb ( kN )
5 6,175 6,205 6,205 6,205 13,305 13,360 13,360 13,360 ( 127 ) ( 27.5 ) ( 27.6 ) ( 27.6 ) ( 27.6 ) ( 59.2 ) ( 59.4 ) ( 59.4 ) ( 59.4 ) 6-3 / 4 9,690 10,340 10,340 10,340 20,870 22,265 22,265 22,265 ( 171 ) ( 43.1 ) ( 46.0 ) ( 46.0 ) ( 46.0 ) ( 92.8 ) ( 99.0 ) ( 99.0 ) ( 99.0 ) 8-1 / 8 12,795 13,565 13,565 13,565 27,560 29,215 29,215 29,215 ( 206 ) ( 56.9 ) ( 60.3 ) ( 60.3 ) ( 60.3 ) ( 122.6 ) ( 130.0 ) ( 130.0 ) ( 130.0 )
1 See Section 3.1.8 for explanation on development of load values . 2 See Section 3.1.8 to convert design strength ( factored resistance ) 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 50 and 51 as necessary to the above values . Compare to the steel values in table 49 . 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 0.69 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 and water saturated concrete conditions . Water-filled and submerged ( underwater ) applications are not permitted for this hole preparation method . 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 α seis = 0.75 . See section 3.1.8 for additional information on seismic applications .
Table 49 — Steel design strength for steel bolt / cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 1 , 2 , 3
ASTM A 193 B7
ASTM A 193 Grade B8M stainless steel
Thread size
3 / 8-16 UNC
1 / 2-13 UNC
5 / 8-11 UNC
3 / 4-10 UNC
Tensile 4
ϕN sa lb ( kN )
Shear 5
ϕV sa lb ( kN )
Seismic
Shear 6
ϕV sa , eq lb ( kN )
Tensile 4
ϕN sa lb ( kN )
Shear 5
ϕV sa lb ( kN )
Seismic
Shear 6
ϕV sa , eq lb ( kN )
6,300 3,490 2,445 5,540 3,070 2,150 ( 28.0 ) ( 15.5 ) ( 10.9 ) ( 24.6 ) ( 13.7 ) ( 9.6 ) 10,525 6,385 4,470 10,145 5,620 3,935 ( 46.8 ) ( 28.4 ) ( 19.9 ) ( 45.1 ) ( 25.0 ) ( 17.5 ) 17,500 10,170 7,120 16,160 8,950 6,265 ( 77.8 ) ( 45.2 ) ( 31.7 ) ( 71.9 ) ( 39.8 ) ( 27.9 ) 17,785 15,055 10,540 23,915 13,245 9,270 ( 79.1 ) ( 67.0 ) ( 46.9 ) ( 106.4 ) ( 58.9 ) ( 41.2 )
1 See Section 3.1.8 to convert design strength value to ASD value . 2 Hilti HIS-N and HIS-RN inserts with steel bolts are considered brittle steel elements . 3 Table values are the lesser of steel failure in the HIS-N insert or inserted steel bolt . 4 Tensile = ф A se , N f uta as noted in ACI 318 Chapter 17 . 5 Shear = ф 0.60 A se , V f uta as noted in ACI 318 Chapter 17 .
6 Seismic Shear = α V , seis ф V sa
: Reduction for seismic shear only . See section 3.1.8 for additional information on seismic applications .
Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.2.3 HIT-RE 500 V3 EPOXY ADHESIVE ANCHORING SYSTEM 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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