Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 161

Anchor Fastening Technical Guide , Edition 22
Table 77 — Hilti HIT-RE 500 V3 Core Drilled and roughened with TE-YRT Roughening Tool adhesive factored resistance 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 = 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 )
3-1 / 8
3,235
3,510
3,510
3,510
6,470
7,020
7,020
7,020
( 79 )
( 14.4 )
( 15.6 )
( 15.6 )
( 15.6 )
( 28.8 )
( 31.2 )
( 31.2 )
( 31.2 )
5-5 / 8
6,320
6,320
6,320
6,320
12,640
12,640
12,640
12,640
( 143 )
( 28.1 )
( 28.1 )
( 28.1 )
( 28.1 )
( 56.2 )
( 56.2 )
( 56.2 )
( 56.2 )
7-1 / 2
8,425
8,425
8,425
8,425
16,850
16,850
16,850
16,850
( 191 )
( 37.5 )
( 37.5 )
( 37.5 )
( 37.5 )
( 75.0 )
( 75.0 )
( 75.0 )
( 75.0 )
12-1 / 2
14,045
14,045
14,045
14,045
28,085
28,085
28,085
28,085
( 318 )
( 62.5 )
( 62.5 )
( 62.5 )
( 62.5 )
( 124.9 )
( 124.9 )
( 124.9 )
( 124.9 )
3-1 / 2
3,835
4,285
4,690
4,690
7,670
8,575
9,385
9,385
( 89 )
( 17.1 )
( 19.1 )
( 20.9 )
( 20.9 )
( 34.1 )
( 38.1 )
( 41.7 )
( 41.7 )
6-3 / 4
9,050
9,050
9,050
9,050
18,095
18,095
18,095
18,095
( 171 )
( 40.2 )
( 40.2 )
( 40.2 )
( 40.2 )
( 80.5 )
( 80.5 )
( 80.5 )
( 80.5 )
9
12,065
12,065
12,065
12,065
24,130
24,130
24,130
24,130
( 229 )
( 53.7 )
( 53.7 )
( 53.7 )
( 53.7 )
( 107.3 )
( 107.3 )
( 107.3 )
( 107.3 )
11-1 / 4
15,080
15,080
15,080
15,080
30,160
30,160
30,160
30,160
( 286 )
( 67.1 )
( 67.1 )
( 67.1 )
( 67.1 )
( 134.2 )
( 134.2 )
( 134.2 )
( 134.2 )
3-1 / 2
3,835
4,285
4,695
5,425
7,670
8,575
9,390
10,845
( 89 )
( 17.1 )
( 19.1 )
( 20.9 )
( 24.1 )
( 34.1 )
( 38.1 )
( 41.8 )
( 48.2 )
7-7 / 8
12,245
12,245
12,245
12,245
24,490
24,490
24,490
24,490
( 200 )
( 54.5 )
( 54.5 )
( 54.5 )
( 54.5 )
( 108.9 )
( 108.9 )
( 108.9 )
( 108.9 )
10-1 / 2
16,325
16,325
16,325
16,325
32,655
32,655
32,655
32,655
( 267 )
( 72.6 )
( 72.6 )
( 72.6 )
( 72.6 )
( 145.2 )
( 145.2 )
( 145.2 )
( 145.2 )
17-1 / 2
27,210
27,210
27,210
27,210
54,420
54,420
54,420
54,420
( 445 )
( 121.0 )
( 121.0 )
( 121.0 )
( 121.0 )
( 242.1 )
( 242.1 )
( 242.1 )
( 242.1 )
4
4,685
5,240
5,740
6,625
9,370
10,475
11,475
13,250
( 102 )
( 20.8 )
( 23.3 )
( 25.5 )
( 29.5 )
( 41.7 )
( 46.6 )
( 51.0 )
( 58.9 )
9
15,810
15,995
15,995
15,995
31,620
31,985
31,985
31,985
( 229 )
( 70.3 )
( 71.1 )
( 71.1 )
( 71.1 )
( 140.7 )
( 142.3 )
( 142.3 )
( 142.3 )
12
21,325
21,325
21,325
21,325
42,650
42,650
42,650
42,650
( 305 )
( 94.9 )
( 94.9 )
( 94.9 )
( 94.9 )
( 189.7 )
( 189.7 )
( 189.7 )
( 189.7 )
20
35,540
35,540
35,540
35,540
71,080
71,080
71,080
71,080
( 508 )
( 158.1 )
( 158.1 )
( 158.1 )
( 158.1 )
( 316.2 )
( 316.2 )
( 316.2 )
( 316.2 )
5
6,545
7,320
8,020
9,260
13,095
14,640
16,035
18,520
( 127 )
( 29.1 )
( 32.6 )
( 35.7 )
( 41.2 )
( 58.2 )
( 65.1 )
( 71.3 )
( 82.4 )
11-1 / 4
22,095
23,695
23,695
23,695
44,195
47,395
47,395
47,395
( 286 )
( 98.3 )
( 105.4 )
( 105.4 )
( 105.4 )
( 196.6 )
( 210.8 )
( 210.8 )
( 210.8 )
15
31,595
31,595
31,595
31,595
63,190
63,190
63,190
63,190
( 381 )
( 140.5 )
( 140.5 )
( 140.5 )
( 140.5 )
( 281.1 )
( 281.1 )
( 281.1 )
( 281.1 )
25
52,660
52,660
52,660
52,660
105,320
105,320
105,320
105,320
( 635 )
( 234.2 )
( 234.2 )
( 234.2 )
( 234.2 )
( 468.5 )
( 468.5 )
( 468.5 )
( 468.5 )
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 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 λa 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 indicated below . See section 3.1.8 for additional information on seismic applications . 5 / 8-in . diameter α seis
= 0.71 3 / 4-in . diameter and larger - α seis
= 0.75
3.2.3
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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