Table 83 — Hilti HIT-RE 500-V3 adhesive core drilled and roughened with TE-YRT Roughening Tool 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
Thread size
1 / 2-13 UNC
5 / 8-11 UNC
3 / 4-10 UNC
Effective embedment in . ( mm ) ƒ ́c = 20 MPa ( 2,900 psi ) lb ( kN ) ƒ ́c = 25 MPa ( 3,625 psi ) lb ( kN )
Tension N r
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 )
Shear V r
ƒ ́c = 30 MPa ( 4,350 psi ) lb ( kN ) ƒ ́c = 40 MPa ( 5,800 psi ) lb ( kN )
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 84 — Hilti HIT-RE 500 V3 adhesive core drilled and roughened with TE-YRT Roughening Tool 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
Thread size
1 / 2-13 UNC
5 / 8-11 UNC
3 / 4-10 UNC
Effective embedment in . ( mm ) ƒ ́c = 20 MPa ( 2,900 psi ) lb ( kN ) ƒ ́c = 25 MPa ( 3,625 psi ) lb ( kN )
Tension N r
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 )
Shear V r
ƒ ́c = 30 MPa ( 4,350 psi ) lb ( kN ) ƒ ́c = 40 MPa ( 5,800 psi ) lb ( kN )
5 |
6,105 |
6,105 |
6,105 |
6,105 |
12,215 |
12,215 |
12,215 |
12,215 |
( 125 ) |
( 27.2 ) |
( 27.2 ) |
( 27.2 ) |
( 27.2 ) |
( 54.3 ) |
( 54.3 ) |
( 54.3 ) |
( 54.3 ) |
6-3 / 4 |
10,140 |
10,255 |
10,255 |
10,255 |
20,280 |
20,505 |
20,505 |
20,505 |
( 170 ) |
( 45.1 ) |
( 45.6 ) |
( 45.6 ) |
( 45.6 ) |
( 90.2 ) |
( 91.2 ) |
( 91.2 ) |
( 91.2 ) |
8-1 / 8 |
13,425 |
13,475 |
13,475 |
13,475 |
26,855 |
26,955 |
26,955 |
26,955 |
( 205 ) |
( 59.7 ) |
( 59.9 ) |
( 59.9 ) |
( 59.9 ) |
( 119.5 ) |
( 119.9 ) |
( 119.9 ) |
( 119.9 ) |
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 50 - 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 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 ( factored resistance ) 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
= 0.75 . See section 3.1.8 for additional information on seismic applications .
Table 85 — Steel factored resistance for steel bolt / cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 1 , 2 , 3
ASTM A193 B7 ASTM A193 Grade B8M Stainless Steel
Thread size
3 / 8-16 UNC
1 / 2-13 UNC
5 / 8-11 UNC
3 / 4-10 UNC
Tensile 4
N sar lb ( kN )
Shear 5
V sar lb ( kN )
Seismic Shear 6
V sar , eq lb ( kN )
Tensile 4
N sar lb ( kN )
Shear 5
V sar lb ( kN )
Seismic Shear 6
V sar , eq lb ( kN )
5,765 |
3,215 |
2,250 |
5,070 |
2,825 |
1,975 |
( 25.6 ) |
( 14.3 ) |
( 10.0 ) |
( 22.6 ) |
( 12.6 ) |
( 8.8 ) |
9,635 |
5,880 |
4,115 |
9,290 |
5,175 |
3,620 |
( 42.9 ) |
( 26.2 ) |
( 18.3 ) |
( 41.3 ) |
( 23.0 ) |
( 16.1 ) |
16,020 |
9,365 |
6,555 |
14,790 |
8,240 |
5,770 |
( 71.3 ) |
( 41.7 ) |
( 29.2 ) |
( 65.8 ) |
( 36.7 ) |
( 25.7 ) |
16,280 |
13,860 |
9,700 |
21,895 |
12,195 |
8,535 |
( 72.4 ) |
( 61.7 ) |
( 43.1 ) |
( 97.4 ) |
( 54.2 ) |
( 38.0 ) |
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 = A se , N ф s f uta
R as noted in CSA A23.3 Annex D
5 Shear = A se , V ф s
0.60 f uta R as noted in CSA A23.3 Annex D . For 3 / 8-in diameter insert , shear = A se , V ф s
0.50 f uta R .
6 Seismic Shear = α V , seis
V sar
: Reduction factor for seismic shear only . See section 3.1.8 for additional information on seismic applications .
162
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