Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 129

Anchor Fastening Technical Guide , Edition 22
Table 27 — 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 uncracked 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
4,310
4,720
5,450
6,675
9,280
10,165
11,740
14,380
( 79 )
( 19.2 )
( 21.0 )
( 24.2 )
( 29.7 )
( 41.3 )
( 45.2 )
( 52.2 )
( 64.0 )
5-5 / 8
10,405
11,400
13,165
15,865
22,415
24,550
28,350
34,170
( 143 )
( 46.3 )
( 50.7 )
( 58.6 )
( 70.6 )
( 99.7 )
( 109.2 )
( 126.1 )
( 152.0 )
7-1 / 2
16,020
17,550
20,265
21,155
34,505
37,800
43,650
45,565
( 191 )
( 71.3 )
( 78.1 )
( 90.1 )
( 94.1 )
( 153.5 )
( 168.1 )
( 194.2 )
( 202.7 )
12-1 / 2
34,470
35,255
35,255
35,255
74,245
75,940
75,940
75,940
( 318 )
( 153.3 )
( 156.8 )
( 156.8 )
( 156.8 )
( 330.3 )
( 337.8 )
( 337.8 )
( 337.8 )
3-1 / 2
5,105
5,595
6,460
7,910
11,000
12,050
13,915
17,040
( 89 )
( 22.7 )
( 24.9 )
( 28.7 )
( 35.2 )
( 48.9 )
( 53.6 )
( 61.9 )
( 75.8 )
6-3 / 4
13,680
14,985
17,305
21,190
29,460
32,275
37,265
45,645
( 171 )
( 60.9 )
( 66.7 )
( 77.0 )
( 94.3 )
( 131.0 )
( 143.6 )
( 165.8 )
( 203.0 )
9
21,060
23,070
26,640
29,360
45,360
49,690
57,375
63,235
( 229 )
( 93.7 )
( 102.6 )
( 118.5 )
( 130.6 )
( 201.8 )
( 221.0 )
( 255.2 )
( 281.3 )
11-1 / 4
29,430
32,240
36,700
36,700
63,395
69,445
79,045
79,045
( 286 )
( 130.9 )
( 143.4 )
( 163.2 )
( 163.2 )
( 282.0 )
( 308.9 )
( 351.6 )
( 351.6 )
3-1 / 2
5,105
5,595
6,460
7,910
11,000
12,050
13,915
17,040
( 89 )
( 22.7 )
( 24.9 )
( 28.7 )
( 35.2 )
( 48.9 )
( 53.6 )
( 61.9 )
( 75.8 )
7-7 / 8
17,235
18,885
21,805
26,705
37,125
40,670
46,960
57,515
( 200 )
( 76.7 )
( 84.0 )
( 97.0 )
( 118.8 )
( 165.1 )
( 180.9 )
( 208.9 )
( 255.8 )
10-1 / 2
26,540
29,070
33,570
38,275
57,160
62,615
72,300
82,435
( 267 )
( 118.1 )
( 129.3 )
( 149.3 )
( 170.3 )
( 254.3 )
( 278.5 )
( 321.6 )
( 366.7 )
17-1 / 2
57,100
62,550
63,790
63,790
122,990
134,730
137,390
137,390
( 445 )
( 254.0 )
( 278.2 )
( 283.8 )
( 283.8 )
( 547.1 )
( 599.3 )
( 611.1 )
( 611.1 )
4
6,240
6,835
7,895
9,665
13,440
14,725
17,000
20,820
( 102 )
( 27.8 )
( 30.4 )
( 35.1 )
( 43.0 )
( 59.8 )
( 65.5 )
( 75.6 )
( 92.6 )
9
21,060
23,070
26,640
32,625
45,360
49,690
57,375
70,270
( 229 )
( 93.7 )
( 102.6 )
( 118.5 )
( 145.1 )
( 201.8 )
( 221.0 )
( 255.2 )
( 312.6 )
12
32,425
35,520
41,015
48,030
69,835
76,500
88,335
103,445
( 305 )
( 144.2 )
( 158.0 )
( 182.4 )
( 213.6 )
( 310.6 )
( 340.3 )
( 392.9 )
( 460.1 )
20
69,765
76,425
80,050
80,050
150,265
164,605
172,410
172,410
( 508 )
( 310.3 )
( 340.0 )
( 356.1 )
( 356.1 )
( 668.4 )
( 732.2 )
( 766.9 )
( 766.9 )
5
8,720
9,555
11,030
13,510
18,785
20,575
23,760
29,100
( 127 )
( 38.8 )
( 42.5 )
( 49.1 )
( 60.1 )
( 83.6 )
( 91.5 )
( 105.7 )
( 129.4 )
11-1 / 4
29,430
32,240
37,230
45,595
63,395
69,445
80,185
98,205
( 286 )
( 130.9 )
( 143.4 )
( 165.6 )
( 202.8 )
( 282.0 )
( 308.9 )
( 356.7 )
( 436.8 )
15
45,315
49,640
57,320
68,535
97,600
106,915
123,455
147,615
( 381 )
( 201.6 )
( 220.8 )
( 255.0 )
( 304.9 )
( 434.1 )
( 475.6 )
( 549.2 )
( 656.6 )
25
97,500
106,805
114,225
114,225
210,000
230,045
246,025
246,025
( 635 )
( 433.7 )
( 475.1 )
( 508.1 )
( 508.1 )
( 934.1 )
( 1023.3 )
( 1094.4 )
( 1094.4 )
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 .
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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