Table 80 — Hilti HIT-RE 500 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 , 11
Thread size
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 )
3 / 8-16 UNC |
4-3 / 8
( 110 )
|
7,540
( 33.5 )
|
8,430
( 37.5 )
|
9,235
( 41.1 )
|
10,660
( 47.4 )
|
15,080
( 67.1 )
|
16,860
( 75.0 )
|
18,470
( 82.1 )
|
21,325
( 94.9 )
|
1 / 2-13 UNC 10
|
5
( 125 )
|
9,135
( 40.6 )
|
10,210
( 45.4 )
|
11,185
( 49.8 )
|
12,915
( 57.5 )
|
18,265
( 81.3 )
|
20,420
( 90.8 )
|
22,370
( 99.5 )
|
25,830
( 114.9 )
|
5 / 8-11 UNC 10
|
6-3 / 4
( 170 )
|
14,485
( 64.4 )
|
16,195
( 72.0 )
|
17,740
( 78.9 )
|
20,485
( 91.1 )
|
28,970
( 128.9 )
|
32,390
( 144.1 )
|
35,480
( 157.8 )
|
40,970
( 182.2 )
|
3 / 4-10 UNC 10
|
8-1 / 8
( 205 )
|
19,180
( 85.3 )
|
21,445
( 95.4 )
|
23,490
( 104.5 )
|
27,125
( 120.7 )
|
38,360
( 170.6 )
|
42,890
( 190.8 )
|
46,985
( 209.0 )
|
54,255
( 241.3 )
|
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 .
6 Tabular values are for dry concrete or water-saturated concrete conditions . For water-filled drilled holes multiply design strength by 0.52 . For submerged ( under water ) applications multiply design strength by 0.46 . 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 holes drilled in concrete with carbide tipped hammer drill bit . For diamond core drilling , except as indicated in note 10 , multiply uncracked concrete tabular values by 0.57 .
Diamond core drilling is not permitted for the water-filled or under-water ( submerged ) applications . 10 Diamond core drilling with Hilti TE-YRT roughening tool is permitted for 1 / 2-13 UNC , 5 / 8-11 UNC , and 3 / 4-10 UNC anchors in dry and water-saturated concrete . See Table 83 . 11 Tabular values are for static loads only . Seismic design is not permitted for uncracked concrete .
Table 81 — Hilti HIT-RE 500 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 , 11
Thread size
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 )
3 / 8-16 UNC |
4-3 / 8
( 110 )
|
5,280
( 23.5 )
|
5,900
( 26.2 )
|
6,465
( 28.8 )
|
6,985
( 31.1 )
|
10,555
( 47.0 )
|
11,800
( 52.5 )
|
12,925
( 57.5 )
|
13,965
( 62.1 )
|
1 / 2-13 UNC 10
|
5
( 125 )
|
6,395
( 28.4 )
|
7,150
( 31.8 )
|
7,830
( 34.8 )
|
9,040
( 40.2 )
|
12,785
( 56.9 )
|
14,295
( 63.6 )
|
15,660
( 69.7 )
|
18,080
( 80.4 )
|
5 / 8-11 UNC 10
|
6-3 / 4
( 170 )
|
10,140
( 45.1 )
|
11,335
( 50.4 )
|
12,420
( 55.2 )
|
14,340
( 63.8 )
|
20,280
( 90.2 )
|
22,675
( 100.9 )
|
24,835
( 110.5 )
|
28,680
( 127.6 )
|
3 / 4-10 UNC 10
|
8-1 / 8
( 205 )
|
13,425
( 59.7 )
|
15,010
( 66.8 )
|
16,445
( 73.1 )
|
18,990
( 84.5 )
|
26,855
( 119.5 )
|
30,025
( 133.5 )
|
32,890
( 146.3 )
|
37,975
( 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 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 ( 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 . For water-filled drilled holes multiply design strength by 0.52 . For submerged ( under water ) applications multiply design strength by 0.46 . 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 holes drilled in concrete with carbide tipped hammer drill bit . Diamond core drilling is not permitted in cracked concrete except as indicated in note 10 .
10 Diamond core drilling is permitted in cracked concrete with use of the Hilti TE-YRT roughening tool for 1 / 2-13 UNC , 5 / 8-11 UNC , and 3 / 4-10 UNC anchors in dry and water-saturated concrete . See Table 84 .
11 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 .
160
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