Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 115

Anchor Fastening Technical Guide , Edition 22
Table 5 — Hilti HIT-RE 500 V3 for Core Drilled Holes with TE-YRT Roughening Tool adhesive design strength with concrete / bond failure for US rebar in uncracked concrete 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9
Tension — ϕN n Shear — ϕV n
Rebar size
# 5
# 6
# 7
# 8
# 9
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 )
5-5 / 8
10,405
11,400
12,350
12,350
22,415
24,550
26,595
26,595
( 143 )
( 46.3 )
( 50.7 )
( 54.9 )
( 54.9 )
( 99.7 )
( 109.2 )
( 118.3 )
( 118.3 )
7-1 / 2
16,020
16,465
16,465
16,465
34,505
35,460
35,460
35,460
( 191 )
( 71.3 )
( 73.2 )
( 73.2 )
( 73.2 )
( 153.5 )
( 157.7 )
( 157.7 )
( 157.7 )
12-1 / 2
27,440
27,440
27,440
27,440
59,100
59,100
59,100
59,100
( 318 )
( 122.1 )
( 122.1 )
( 122.1 )
( 122.1 )
( 262.9 )
( 262.9 )
( 262.9 )
( 262.9 )
6-3 / 4
13,680
14,985
17,305
17,470
29,460
32,275
37,265
37,630
( 171 )
( 60.9 )
( 66.7 )
( 77.0 )
( 77.7 )
( 131.0 )
( 143.6 )
( 165.8 )
( 167.4 )
9
21,060
23,070
23,295
23,295
45,360
49,690
50,175
50,175
( 229 )
( 93.7 )
( 102.6 )
( 103.6 )
( 103.6 )
( 201.8 )
( 221.0 )
( 223.2 )
( 223.2 )
11-1 / 4
29,120
29,120
29,120
29,120
62,715
62,715
62,715
62,715
( 286 )
( 129.5 )
( 129.5 )
( 129.5 )
( 129.5 )
( 279.0 )
( 279.0 )
( 279.0 )
( 279.0 )
7-7 / 8
17,235
18,885
21,805
23,500
37,125
40,670
46,960
50,610
( 200 )
( 76.7 )
( 84.0 )
( 97.0 )
( 104.5 )
( 165.1 )
( 180.9 )
( 208.9 )
( 225.1 )
10-1 / 2
26,540
29,070
31,330
31,330
57,160
62,615
67,485
67,485
( 267 )
( 118.1 )
( 129.3 )
( 139.4 )
( 139.4 )
( 254.3 )
( 278.5 )
( 300.2 )
( 300.2 )
17-1 / 2
52,220
52,220
52,220
52,220
112,470
112,470
112,470
112,470
( 445 )
( 232.3 )
( 232.3 )
( 232.3 )
( 232.3 )
( 500.3 )
( 500.3 )
( 500.3 )
( 500.3 )
9
21,060
23,070
26,640
30,140
45,360
49,690
57,375
64,920
( 229 )
( 93.7 )
( 102.6 )
( 118.5 )
( 134.1 )
( 201.8 )
( 221.0 )
( 255.2 )
( 288.8 )
12
32,425
35,520
40,185
40,185
69,835
76,500
86,555
86,555
( 305 )
( 144.2 )
( 158.0 )
( 178.8 )
( 178.8 )
( 310.6 )
( 340.3 )
( 385.0 )
( 385.0 )
20
66,980
66,980
66,980
66,980
144,260
144,260
144,260
144,260
( 508 )
( 297.9 )
( 297.9 )
( 297.9 )
( 297.9 )
( 641.7 )
( 641.7 )
( 641.7 )
( 641.7 )
10-1 / 8
25,130
27,530
31,785
37,680
54,125
59,290
68,465
81,160
( 257 )
( 111.8 )
( 122.5 )
( 141.4 )
( 167.6 )
( 240.8 )
( 263.7 )
( 304.5 )
( 361.0 )
13-1 / 2
38,690
42,380
48,940
50,240
83,330
91,285
105,405
108,215
( 343 )
( 172.1 )
( 188.5 )
( 217.7 )
( 223.5 )
( 370.7 )
( 406.1 )
( 468.9 )
( 481.4 )
22-1 / 2
83,245
83,735
83,735
83,735
179,300
180,355
180,355
180,355
( 572 )
( 370.3 )
( 372.5 )
( 372.5 )
( 372.5 )
( 797.6 )
( 802.3 )
( 802.3 )
( 802.3 )
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 8 - 23 as necessary to the above values . Compare to the steel values in table 7 .
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 and 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
111