Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 130

Table 28 — Hilti HIT-RE 500 V3 for Core Drilled Holes with TE-YRT Roughening Tool adhesive design strength with concrete / bond failure for threaded rod in cracked concrete 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9
Nominal anchor diameter in .
5 / 8
3 / 4
7 / 8
1
1-1 / 4
Effective embedment in . ( mm ) ƒ ́c = 2,500 psi ( 17.2 MPa ) lb ( kN ) ƒ ́c = 3,000 psi ( 20.7 MPa ) lb ( kN )
Tension — ФN n
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 )
Shear — ФV n
ƒ ́c = 4,000 psi ( 27.6 MPa ) lb ( kN ) ƒ ́c = 6,000 psi ( 41.4 MPa ) lb ( kN )
3-1 / 8
3,050
3,345
3,510
3,510
6,575
7,200
7,560
7,560
( 79 )
( 13.6 )
( 14.9 )
( 15.6 )
( 15.6 )
( 29.2 )
( 32.0 )
( 33.6 )
( 33.6 )
5-5 / 8
6,320
6,320
6,320
6,320
13,605
13,605
13,605
13,605
( 143 )
( 28.1 )
( 28.1 )
( 28.1 )
( 28.1 )
( 60.5 )
( 60.5 )
( 60.5 )
( 60.5 )
7-1 / 2
8,425
8,425
8,425
8,425
18,145
18,145
18,145
18,145
( 191 )
( 37.5 )
( 37.5 )
( 37.5 )
( 37.5 )
( 80.7 )
( 80.7 )
( 80.7 )
( 80.7 )
12-1 / 2
14,040
14,040
14,040
14,040
30,240
30,240
30,240
30,240
( 318 )
( 62.5 )
( 62.5 )
( 62.5 )
( 62.5 )
( 134.5 )
( 134.5 )
( 134.5 )
( 134.5 )
3-1 / 2
3,620
3,965
4,575
4,690
7,790
8,535
9,855
10,100
( 89 )
( 16.1 )
( 17.6 )
( 20.4 )
( 20.9 )
( 34.7 )
( 38.0 )
( 43.8 )
( 44.9 )
6-3 / 4
9,045
9,045
9,045
9,045
19,485
19,485
19,485
19,485
( 171 )
( 40.2 )
( 40.2 )
( 40.2 )
( 40.2 )
( 86.7 )
( 86.7 )
( 86.7 )
( 86.7 )
9
12,060
12,060
12,060
12,060
25,975
25,975
25,975
25,975
( 229 )
( 53.6 )
( 53.6 )
( 53.6 )
( 53.6 )
( 115.5 )
( 115.5 )
( 115.5 )
( 115.5 )
11-1 / 4
15,075
15,075
15,075
15,075
32,470
32,470
32,470
32,470
( 286 )
( 67.1 )
( 67.1 )
( 67.1 )
( 67.1 )
( 144.4 )
( 144.4 )
( 144.4 )
( 144.4 )
3-1 / 2
3,620
3,965
4,575
5,440
7,790
8,535
9,855
11,720
( 89 )
( 16.1 )
( 17.6 )
( 20.4 )
( 24.2 )
( 34.7 )
( 38.0 )
( 43.8 )
( 52.1 )
7-7 / 8
12,210
12,240
12,240
12,240
26,300
26,365
26,365
26,365
( 200 )
( 54.3 )
( 54.4 )
( 54.4 )
( 54.4 )
( 117.0 )
( 117.3 )
( 117.3 )
( 117.3 )
10-1 / 2
16,320
16,320
16,320
16,320
35,155
35,155
35,155
35,155
( 267 )
( 72.6 )
( 72.6 )
( 72.6 )
( 72.6 )
( 156.4 )
( 156.4 )
( 156.4 )
( 156.4 )
17-1 / 2
27,205
27,205
27,205
27,205
58,595
58,595
58,595
58,595
( 445 )
( 121.0 )
( 121.0 )
( 121.0 )
( 121.0 )
( 260.6 )
( 260.6 )
( 260.6 )
( 260.6 )
4
4,420
4,840
5,590
6,845
9,520
10,430
12,040
14,750
( 102 )
( 19.7 )
( 21.5 )
( 24.9 )
( 30.4 )
( 42.3 )
( 46.4 )
( 53.6 )
( 65.6 )
9
14,920
15,990
15,990
15,990
32,130
34,440
34,440
34,440
( 229 )
( 66.4 )
( 71.1 )
( 71.1 )
( 71.1 )
( 142.9 )
( 153.2 )
( 153.2 )
( 153.2 )
12
21,320
21,320
21,320
21,320
45,920
45,920
45,920
45,920
( 305 )
( 94.8 )
( 94.8 )
( 94.8 )
( 94.8 )
( 204.3 )
( 204.3 )
( 204.3 )
( 204.3 )
20
35,530
35,530
35,530
35,530
76,530
76,530
76,530
76,530
( 508 )
( 158.0 )
( 158.0 )
( 158.0 )
( 158.0 )
( 340.4 )
( 340.4 )
( 340.4 )
( 340.4 )
5
6,175
6,765
7,815
9,570
13,305
14,575
16,830
20,610
( 127 )
( 27.5 )
( 30.1 )
( 34.8 )
( 42.6 )
( 59.2 )
( 64.8 )
( 74.9 )
( 91.7 )
11-1 / 4
20,850
22,840
23,690
23,690
44,905
49,190
51,025
51,025
( 286 )
( 92.7 )
( 101.6 )
( 105.4 )
( 105.4 )
( 199.7 )
( 218.8 )
( 227.0 )
( 227.0 )
15
31,590
31,590
31,590
31,590
68,035
68,035
68,035
68,035
( 381 )
( 140.5 )
( 140.5 )
( 140.5 )
( 140.5 )
( 302.6 )
( 302.6 )
( 302.6 )
( 302.6 )
25
52,645
52,645
52,645
52,645
113,390
113,390
113,390
113,390
( 635 )
( 234.2 )
( 234.2 )
( 234.2 )
( 234.2 )
( 504.4 )
( 504.4 )
( 504.4 )
( 504.4 )
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 30-41 as necessary to the above values . Compare to the steel values in table 29 . 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 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 . 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 .
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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