Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 160

Table 76 — 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 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 = 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
4,620
5,165
5,660
6,535
9,245
10,335
11,320
13,070
( 79 )
( 20.6 )
( 23.0 )
( 25.2 )
( 29.1 )
( 41.1 )
( 46.0 )
( 50.4 )
( 58.1 )
5-5 / 8
11,160
12,480
13,670
15,785
22,320
24,955
27,335
31,565
( 143 )
( 49.6 )
( 55.5 )
( 60.8 )
( 70.2 )
( 99.3 )
( 111.0 )
( 121.6 )
( 140.4 )
7-1 / 2
17,185
19,210
21,045
21,160
34,365
38,420
42,090
42,320
( 191 )
( 76.4 )
( 85.5 )
( 93.6 )
( 94.1 )
( 152.9 )
( 170.9 )
( 187.2 )
( 188.2 )
12-1 / 2
35,265
35,265
35,265
35,265
70,535
70,535
70,535
70,535
( 318 )
( 156.9 )
( 156.9 )
( 156.9 )
( 156.9 )
( 313.7 )
( 313.7 )
( 313.7 )
( 313.7 )
3-1 / 2
5,480
6,125
6,710
7,745
10,955
12,250
13,420
15,495
( 89 )
( 24.4 )
( 27.2 )
( 29.8 )
( 34.5 )
( 48.7 )
( 54.5 )
( 59.7 )
( 68.9 )
6-3 / 4
14,670
16,400
17,970
20,745
29,340
32,805
35,935
41,495
( 171 )
( 65.3 )
( 73.0 )
( 79.9 )
( 92.3 )
( 130.5 )
( 145.9 )
( 159.8 )
( 184.6 )
9
22,585
25,255
27,665
29,365
45,175
50,505
55,325
58,735
( 229 )
( 100.5 )
( 112.3 )
( 123.1 )
( 130.6 )
( 200.9 )
( 224.7 )
( 246.1 )
( 261.3 )
11-1 / 4
31,565
35,290
36,710
36,710
63,135
70,585
73,420
73,420
( 286 )
( 140.4 )
( 157.0 )
( 163.3 )
( 163.3 )
( 280.8 )
( 314.0 )
( 326.6 )
( 326.6 )
3-1 / 2
5,480
6,125
6,710
7,745
10,955
12,250
13,420
15,495
( 89 )
( 24.4 )
( 27.2 )
( 29.8 )
( 34.5 )
( 48.7 )
( 54.5 )
( 59.7 )
( 68.9 )
7-7 / 8
18,485
20,670
22,640
26,145
36,975
41,340
45,285
52,290
( 200 )
( 82.2 )
( 91.9 )
( 100.7 )
( 116.3 )
( 164.5 )
( 183.9 )
( 201.4 )
( 232.6 )
10-1 / 2
28,465
31,820
34,860
38,285
56,925
63,645
69,720
76,565
( 267 )
( 126.6 )
( 141.6 )
( 155.1 )
( 170.3 )
( 253.2 )
( 283.1 )
( 310.1 )
( 340.6 )
17-1 / 2
61,240
63,805
63,805
63,805
122,485
127,610
127,610
127,610
( 445 )
( 272.4 )
( 283.8 )
( 283.8 )
( 283.8 )
( 544.8 )
( 567.6 )
( 567.6 )
( 567.6 )
4
6,690
7,480
8,195
9,465
13,385
14,965
16,395
18,930
( 102 )
( 29.8 )
( 33.3 )
( 36.5 )
( 42.1 )
( 59.5 )
( 66.6 )
( 72.9 )
( 84.2 )
9
22,585
25,255
27,665
31,945
45,175
50,505
55,325
63,885
( 229 )
( 100.5 )
( 112.3 )
( 123.1 )
( 142.1 )
( 200.9 )
( 224.7 )
( 246.1 )
( 284.2 )
12
34,775
38,880
42,590
48,040
69,550
77,760
85,180
96,085
( 305 )
( 154.7 )
( 172.9 )
( 189.5 )
( 213.7 )
( 309.4 )
( 345.9 )
( 378.9 )
( 427.4 )
20
74,825
80,070
80,070
80,070
149,650
160,140
160,140
160,140
( 508 )
( 332.8 )
( 356.2 )
( 356.2 )
( 356.2 )
( 665.7 )
( 712.3 )
( 712.3 )
( 712.3 )
5
9,355
10,455
11,455
13,225
18,705
20,915
22,910
26,455
( 127 )
( 41.6 )
( 46.5 )
( 51.0 )
( 58.8 )
( 83.2 )
( 93.0 )
( 101.9 )
( 117.7 )
11-1 / 4
31,565
35,290
38,660
44,640
63,135
70,585
77,320
89,285
( 286 )
( 140.4 )
( 157.0 )
( 172.0 )
( 198.6 )
( 280.8 )
( 314.0 )
( 343.9 )
( 397.1 )
15
48,600
54,335
59,520
68,555
97,200
108,670
119,045
137,110
( 381 )
( 216.2 )
( 241.7 )
( 264.8 )
( 304.9 )
( 432.4 )
( 483.4 )
( 529.5 )
( 609.9 )
25
104,570
114,255
114,255
114,255
209,140
228,515
228,515
228,515
( 635 )
( 465.1 )
( 508.2 )
( 508.2 )
( 508.2 )
( 930.3 )
( 1016.5 )
( 1016.5 )
( 1016.5 )
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 . 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 .
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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