Anchor Fastening Technical Guide , Edition 22
Table 59 — Hilti HIT-RE 500 V3 adhesive factored resistance for core drilled holes roughened with Hilti TE-YRT roughening tool with concrete / bond failure for CA rebar in uncracked concrete 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9
Tension - N r Shear - V r
Rebar size
15M
20M
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 )
5-11 / 16 11,410 12,635 12,635 12,635 22,820 25,265 25,265 25,265 ( 145 ) ( 50.8 ) ( 56.2 ) ( 56.2 ) ( 56.2 ) ( 101.5 ) ( 112.4 ) ( 112.4 ) ( 112.4 ) 9-13 / 16 21,780 21,780 21,780 21,780 43,565 43,565 43,565 43,565 ( 250 ) ( 96.9 ) ( 96.9 ) ( 96.9 ) ( 96.9 ) ( 193.8 ) ( 193.8 ) ( 193.8 ) ( 193.8 ) 12-5 / 8 27,880 27,880 27,880 27,880 55,760 55,760 55,760 55,760 ( 320 ) ( 124.0 ) ( 124.0 ) ( 124.0 ) ( 124.0 ) ( 248.0 ) ( 248.0 ) ( 248.0 ) ( 248.0 ) 7-7 / 8 18,485 20,665 20,865 20,865 36,965 41,330 41,735 41,735 ( 200 ) ( 82.2 ) ( 91.9 ) ( 92.8 ) ( 92.8 ) ( 164.4 ) ( 183.8 ) ( 185.6 ) ( 185.6 ) 14 37,040 37,040 37,040 37,040 74,080 74,080 74,080 74,080 ( 355 ) ( 164.8 ) ( 164.8 ) ( 164.8 ) ( 164.8 ) ( 329.5 ) ( 329.5 ) ( 329.5 ) ( 329.5 ) 15-3 / 8 40,690 40,690 40,690 40,690 81,380 81,380 81,380 81,380 ( 390 ) ( 181.0 ) ( 181.0 ) ( 181.0 ) ( 181.0 ) ( 362.0 ) ( 362.0 ) ( 362.0 ) ( 362.0 )
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 61-70 as necessary to the above values . Compare to the steel values in table 53 . 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 or water-saturated concrete conditions . Water-filled and submerged ( under water ) 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 .
3.2.3
Table 60 — Hilti HIT-RE 500 V3 adhesive factored resistance for core drilled holes roughened with Hilti TE-YRT roughening tool with concrete / bond failure for CA rebar in cracked concrete 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9
Tension - N r Shear - V r
Rebar size
15M
20M
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 )
5-11 / 16 7,125 7,125 7,125 7,125 14,250 14,250 14,250 14,250 ( 145 ) ( 31.7 ) ( 31.7 ) ( 31.7 ) ( 31.7 ) ( 63.4 ) ( 63.4 ) ( 63.4 ) ( 63.4 ) 9-13 / 16 12,285 12,285 12,285 12,285 24,570 24,570 24,570 24,570 ( 250 ) ( 54.6 ) ( 54.6 ) ( 54.6 ) ( 54.6 ) ( 109.3 ) ( 109.3 ) ( 109.3 ) ( 109.3 ) 12-5 / 8 15,725 15,725 15,725 15,725 31,445 31,445 31,445 31,445 ( 320 ) ( 69.9 ) ( 69.9 ) ( 69.9 ) ( 69.9 ) ( 139.9 ) ( 139.9 ) ( 139.9 ) ( 139.9 ) 7-7 / 8 12,160 12,160 12,160 12,160 24,325 24,325 24,325 24,325 ( 200 ) ( 54.1 ) ( 54.1 ) ( 54.1 ) ( 54.1 ) ( 108.2 ) ( 108.2 ) ( 108.2 ) ( 108.2 ) 14 21,590 21,590 21,590 21,590 43,175 43,175 43,175 43,175 ( 355 ) ( 96.0 ) ( 96.0 ) ( 96.0 ) ( 96.0 ) ( 192.1 ) ( 192.1 ) ( 192.1 ) ( 192.1 ) 15-3 / 8 23,715 23,715 23,715 23,715 47,435 47,435 47,435 47,435 ( 390 ) ( 105.5 ) ( 105.5 ) ( 105.5 ) ( 105.5 ) ( 211.0 ) ( 211.0 ) ( 211.0 ) ( 211.0 )
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 61-70 as necessary to the above values . Compare to the steel values in table 53 . 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 or water-saturated concrete conditions . Water-filled and submerged ( under water ) applications are not permitted for this hole preparation method . 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 . For seismic loads , multiply cracked concrete tabular values by α seis
= 0.675 . 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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