Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 116

Table 6 — Hilti HIT-RE 500 V3 for Core Drilled Holes with TE-YRT Roughening Tool adhesive design strength with concrete / bond failure for US rebar in cracked concrete 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9
Tension — ϕN n Shear — ϕV n
Rebar size
# 5
# 6
# 7
# 8
# 9
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 )
5-5 / 8
6,965
6,965
6,965
6,965
15,000
15,000
15,000
15,000
( 143 )
( 31.0 )
( 31.0 )
( 31.0 )
( 31.0 )
( 66.7 )
( 66.7 )
( 66.7 )
( 66.7 )
7-1 / 2
9,285
9,285
9,285
9,285
20,000
20,000
20,000
20,000
( 191 )
( 41.3 )
( 41.3 )
( 41.3 )
( 41.3 )
( 89.0 )
( 89.0 )
( 89.0 )
( 89.0 )
12-1 / 2
15,475
15,475
15,475
15,475
33,330
33,330
33,330
33,330
( 318 )
( 68.8 )
( 68.8 )
( 68.8 )
( 68.8 )
( 148.3 )
( 148.3 )
( 148.3 )
( 148.3 )
6-3 / 4
9,690
10,235
10,235
10,235
20,870
22,045
22,045
22,045
( 171 )
( 43.1 )
( 45.5 )
( 45.5 )
( 45.5 )
( 92.8 )
( 98.1 )
( 98.1 )
( 98.1 )
9
13,645
13,645
13,645
13,645
29,390
29,390
29,390
29,390
( 229 )
( 60.7 )
( 60.7 )
( 60.7 )
( 60.7 )
( 130.7 )
( 130.7 )
( 130.7 )
( 130.7 )
11-1 / 4
17,055
17,055
17,055
17,055
36,740
36,740
36,740
36,740
( 286 )
( 75.9 )
( 75.9 )
( 75.9 )
( 75.9 )
( 163.4 )
( 163.4 )
( 163.4 )
( 163.4 )
7-7 / 8
12,210
13,375
13,930
13,930
26,300
28,810
30,005
30,005
( 200 )
( 54.3 )
( 59.5 )
( 62.0 )
( 62.0 )
( 117.0 )
( 128.2 )
( 133.5 )
( 133.5 )
10-1 / 2
18,575
18,575
18,575
18,575
40,005
40,005
40,005
40,005
( 267 )
( 82.6 )
( 82.6 )
( 82.6 )
( 82.6 )
( 178.0 )
( 178.0 )
( 178.0 )
( 178.0 )
17-1 / 2
30,955
30,955
30,955
30,955
66,675
66,675
66,675
66,675
( 445 )
( 137.7 )
( 137.7 )
( 137.7 )
( 137.7 )
( 296.6 )
( 296.6 )
( 296.6 )
( 296.6 )
9
14,920
16,340
18,285
18,285
32,130
35,195
39,385
39,385
( 229 )
( 66.4 )
( 72.7 )
( 81.3 )
( 81.3 )
( 142.9 )
( 156.6 )
( 175.2 )
( 175.2 )
12
22,965
24,380
24,380
24,380
49,465
52,515
52,515
52,515
( 305 )
( 102.2 )
( 108.4 )
( 108.4 )
( 108.4 )
( 220.0 )
( 233.6 )
( 233.6 )
( 233.6 )
20
40,635
40,635
40,635
40,635
87,525
87,525
87,525
87,525
( 508 )
( 180.8 )
( 180.8 )
( 180.8 )
( 180.8 )
( 389.3 )
( 389.3 )
( 389.3 )
( 389.3 )
10-1 / 8
17,800
19,500
22,515
22,560
38,340
42,000
48,495
48,595
( 257 )
( 79.2 )
( 86.7 )
( 100.2 )
( 100.4 )
( 170.5 )
( 186.8 )
( 215.7 )
( 216.2 )
13-1 / 2
27,405
30,020
30,085
30,085
59,025
64,660
64,795
64,795
( 343 )
( 121.9 )
( 133.5 )
( 133.8 )
( 133.8 )
( 262.6 )
( 287.6 )
( 288.2 )
( 288.2 )
22-1 / 2
50,140
50,140
50,140
50,140
107,990
107,990
107,990
107,990
( 572 )
( 223.0 )
( 223.0 )
( 223.0 )
( 223.0 )
( 480.4 )
( 480.4 )
( 480.4 )
( 480.4 )
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 8 - 23 as necessary to the above values . Compare to the steel values in table 7 .
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 ( 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 . For seismic loads , multiply cracked concrete tabular values in tension and shear by α seis
=
0.68 . See section 3.1.8 for additional information on seismic applications .
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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