Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 128

Table 26 — Hilti HIT-RE 500 V3 adhesive design strength with concrete / bond failure for threaded rod in cracked concrete 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9 , 11
Tension — ФN n Shear — ФV n
Nominal anchor diameter in .
3 / 8
1 / 2
5 / 8 10
3 / 4 10
7 / 8 10
1 10
1-1 / 4 10
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 )
2-3 / 8
2,020
2,215
2,500
2,655
2,180
2,385
2,690
2,860
( 60 )
( 9.0 )
( 9.9 )
( 11.1 )
( 11.8 )
( 9.7 )
( 10.6 )
( 12.0 )
( 12.7 )
3-3 / 8
3,310
3,400
3,550
3,770
7,125
7,325
7,645
8,125
( 86 )
( 14.7 )
( 15.1 )
( 15.8 )
( 16.8 )
( 31.7 )
( 32.6 )
( 34.0 )
( 36.1 )
4-1 / 2
4,410
4,535
4,735
5,030
9,500
9,765
10,195
10,835
( 114 )
( 19.6 )
( 20.2 )
( 21.1 )
( 22.4 )
( 42.3 )
( 43.4 )
( 45.3 )
( 48.2 )
7-1 / 2
7,350
7,555
7,890
8,385
15,835
16,275
16,990
18,055
( 191 )
( 32.7 )
( 33.6 )
( 35.1 )
( 37.3 )
( 70.4 )
( 72.4 )
( 75.6 )
( 80.3 )
2-3 / 4
2,520
2,760
3,185
3,905
5,425
5,945
6,865
8,405
( 70 )
( 11.2 )
( 12.3 )
( 14.2 )
( 17.4 )
( 24.1 )
( 26.4 )
( 30.5 )
( 37.4 )
4-1 / 2
5,275
5,780
6,260
6,655
11,360
12,445
13,485
14,330
( 114 )
( 23.5 )
( 25.7 )
( 27.8 )
( 29.6 )
( 50.5 )
( 55.4 )
( 60.0 )
( 63.7 )
6
7,780
7,995
8,350
8,870
16,755
17,220
17,980
19,110
( 152 )
( 34.6 )
( 35.6 )
( 37.1 )
( 39.5 )
( 74.5 )
( 76.6 )
( 80.0 )
( 85.0 )
10
12,965
13,325
13,915
14,785
27,930
28,705
29,970
31,850
( 254 )
( 57.7 )
( 59.3 )
( 61.9 )
( 65.8 )
( 124.2 )
( 127.7 )
( 133.3 )
( 141.7 )
3-1 / 8
3,050
3,345
3,860
4,730
6,575
7,200
8,315
10,185
( 79 )
( 13.6 )
( 14.9 )
( 17.2 )
( 21.0 )
( 29.2 )
( 32.0 )
( 37.0 )
( 45.3 )
5-5 / 8
7,370
8,075
9,325
10,315
15,875
17,390
20,080
22,215
( 143 )
( 32.8 )
( 35.9 )
( 41.5 )
( 45.9 )
( 70.6 )
( 77.4 )
( 89.3 )
( 98.8 )
7-1 / 2
11,350
12,395
12,940
13,755
24,440
26,695
27,875
29,620
( 191 )
( 50.5 )
( 55.1 )
( 57.6 )
( 61.2 )
( 108.7 )
( 118.7 )
( 124.0 )
( 131.8 )
12-1 / 2
20,100
20,660
21,570
22,920
43,295
44,495
46,460
49,370
( 318 )
( 89.4 )
( 91.9 )
( 95.9 )
( 102.0 )
( 192.6 )
( 197.9 )
( 206.7 )
( 219.6 )
3-1 / 2
3,620
3,965
4,575
5,605
7,790
8,535
9,855
12,070
( 89 )
( 16.1 )
( 17.6 )
( 20.4 )
( 24.9 )
( 34.7 )
( 38.0 )
( 43.8 )
( 53.7 )
6-3 / 4
9,690
10,615
12,255
14,735
20,870
22,860
26,395
31,740
( 171 )
( 43.1 )
( 47.2 )
( 54.5 )
( 65.5 )
( 92.8 )
( 101.7 )
( 117.4 )
( 141.2 )
9
14,920
16,340
18,490
19,650
32,130
35,195
39,820
42,320
( 229 )
( 66.4 )
( 72.7 )
( 82.2 )
( 87.4 )
( 142.9 )
( 156.6 )
( 177.1 )
( 188.2 )
15
28,715
29,510
30,815
32,745
61,850
63,565
66,370
70,530
( 381 )
( 127.7 )
( 131.3 )
( 137.1 )
( 145.7 )
( 275.1 )
( 282.7 )
( 295.2 )
( 313.7 )
3-1 / 2
3,620
3,965
4,575
5,605
7,790
8,535
9,855
12,070
( 89 )
( 16.1 )
( 17.6 )
( 20.4 )
( 24.9 )
( 34.7 )
( 38.0 )
( 43.8 )
( 53.7 )
7-7 / 8
12,210
13,375
15,445
18,915
26,300
28,810
33,265
40,740
( 200 )
( 54.3 )
( 59.5 )
( 68.7 )
( 84.1 )
( 117.0 )
( 128.2 )
( 148.0 )
( 181.2 )
10-1 / 2
18,800
20,590
23,780
26,530
40,490
44,355
51,215
57,140
( 267 )
( 83.6 )
( 91.6 )
( 105.8 )
( 118.0 )
( 180.1 )
( 197.3 )
( 227.8 )
( 254.2 )
17-1 / 2
38,775
39,850
41,605
44,215
83,510
85,825
89,610
95,230
( 445 )
( 172.5 )
( 177.3 )
( 185.1 )
( 196.7 )
( 371.5 )
( 381.8 )
( 398.6 )
( 423.6 )
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
16,340
18,870
23,110
32,130
35,195
40,640
49,775
( 229 )
( 66.4 )
( 72.7 )
( 83.9 )
( 102.8 )
( 142.9 )
( 156.6 )
( 180.8 )
( 221.4 )
12
22,965
25,160
29,050
34,650
49,465
54,190
62,570
74,630
( 305 )
( 102.2 )
( 111.9 )
( 129.2 )
( 154.1 )
( 220.0 )
( 241.0 )
( 278.3 )
( 332.0 )
20
49,415
52,045
54,340
57,750
106,435
112,100
117,045
124,385
( 508 )
( 219.8 )
( 231.5 )
( 241.7 )
( 256.9 )
( 473.4 )
( 498.6 )
( 520.6 )
( 553.3 )
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
26,370
32,295
44,905
49,190
56,800
69,565
( 286 )
( 92.7 )
( 101.6 )
( 117.3 )
( 143.7 )
( 199.7 )
( 218.8 )
( 252.7 )
( 309.4 )
15
32,095
35,160
40,600
49,725
69,135
75,730
87,445
107,100
( 381 )
( 142.8 )
( 156.4 )
( 180.6 )
( 221.2 )
( 307.5 )
( 336.9 )
( 389.0 )
( 476.4 )
25
69,060
75,655
80,800
85,865
148,750
162,945
174,030
184,945
( 635 )
( 307.2 )
( 336.5 )
( 359.4 )
( 381.9 )
( 661.7 )
( 724.8 )
( 774.1 )
( 822.7 )
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 . For water-filled drilled holes multiply design strength by 0.51 . For submerged ( under water ) applications multiply design strength by 0.44 . 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 holes drilled in concrete with carbide tipped hammer drill bit . Diamond core drilling is not permitted in cracked concrete conditions except as indicated in note 10 . 10 Diamond core drilling with Hilti TE-YRT roughening tool is permitted for 5 / 8 " 3 / 4 ", 7 / 8 ", 1 ", and 1 1 / 4 " diameter anchors for dry and water-saturated concrete conditions . See Table 28 11 Tabular values are for static loads only . For seismic loads , multiply cracked concrete tabular values in tension and shear by α seis indicated below .
See section 3.1.8 for additional information on seismic applications . 3 / 8-in . diameter - α seis
= 0.69
1 / 2-in . diameter - α seis = 0.70
5 / 8-in . diameter - α seis
= 0.71 3 / 4-in . diameter and larger - α seis
= 0.75
124
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