Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 62

Table 39 — Hilti HIT-HY 200 V3 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 .
3 / 8
1 / 2
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 )
2-3 / 8
2,855
3,125
3,610
4,405
3,075
3,370
3,890
4,745
( 60 )
( 12.7 )
( 13.9 )
( 16.1 )
( 19.6 )
( 13.7 )
( 15.0 )
( 17.3 )
( 21.1 )
3-3 / 8
4,835
5,300
6,015
6,260
10,415
11,410
12,950
13,490
( 86 )
( 21.5 )
( 23.6 )
( 26.8 )
( 27.8 )
( 46.3 )
( 50.8 )
( 57.6 )
( 60.0 )
4-1 / 2
7,445
7,790
8,020
8,350
16,035
16,780
17,270
17,985
( 114 )
( 33.1 )
( 34.7 )
( 35.7 )
( 37.1 )
( 71.3 )
( 74.6 )
( 76.8 )
( 80.0 )
7-1 / 2
12,750
12,985
13,365
13,915
27,460
27,965
28,785
29,975
( 191 )
( 56.7 )
( 57.8 )
( 59.5 )
( 61.9 )
( 122.1 )
( 124.4 )
( 128.0 )
( 133.3 )
2-3 / 4
3,555
3,895
4,500
5,510
7,660
8,395
9,690
11,870
( 70 )
( 15.8 )
( 17.3 )
( 20.0 )
( 24.5 )
( 34.1 )
( 37.3 )
( 43.1 )
( 52.8 )
4-1 / 2
7,445
8,155
9,420
11,135
16,035
17,570
20,285
23,980
( 114 )
( 33.1 )
( 36.3 )
( 41.9 )
( 49.5 )
( 71.3 )
( 78.2 )
( 90.2 )
( 106.7 )
6
11,465
12,560
14,255
14,845
24,690
27,045
30,700
31,970
( 152 )
( 51.0 )
( 55.9 )
( 63.4 )
( 66.0 )
( 109.8 )
( 120.3 )
( 136.6 )
( 142.2 )
10
22,665
23,085
23,755
24,740
48,820
49,720
51,170
53,285
( 254 )
( 100.8 )
( 102.7 )
( 105.7 )
( 110.0 )
( 217.2 )
( 221.2 )
( 227.6 )
( 237.0 )
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
16,120
22,415
24,550
28,350
34,720
( 143 )
( 46.3 )
( 50.7 )
( 58.6 )
( 71.7 )
( 99.7 )
( 109.2 )
( 126.1 )
( 154.4 )
7-1 / 2
16,020
17,550
20,265
23,195
34,505
37,800
43,650
49,955
( 191 )
( 71.3 )
( 78.1 )
( 90.1 )
( 103.2 )
( 153.5 )
( 168.1 )
( 194.2 )
( 222.2 )
12-1 / 2
34,470
36,070
37,120
38,655
74,245
77,685
79,955
83,260
( 318 )
( 153.3 )
( 160.4 )
( 165.1 )
( 171.9 )
( 330.3 )
( 345.6 )
( 355.7 )
( 370.4 )
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
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 )
15
45,315
49,640
53,455
55,665
97,600
106,915
115,130
119,895
( 381 )
( 201.6 )
( 220.8 )
( 237.8 )
( 247.6 )
( 434.1 )
( 475.6 )
( 512.1 )
( 533.3 )
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
41,115
57,160
62,615
72,300
88,550
( 267 )
( 118.1 )
( 129.3 )
( 149.3 )
( 182.9 )
( 254.3 )
( 278.5 )
( 321.6 )
( 393.9 )
17-1 / 2
57,100
62,550
72,230
75,770
122,990
134,730
155,570
163,190
( 445 )
( 254.0 )
( 278.2 )
( 321.3 )
( 337.0 )
( 547.1 )
( 599.3 )
( 692.0 )
( 725.9 )
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
50,230
69,835
76,500
88,335
108,190
( 305 )
( 144.2 )
( 158.0 )
( 182.4 )
( 223.4 )
( 310.6 )
( 340.3 )
( 392.9 )
( 481.3 )
20
69,765
76,425
88,245
98,960
150,265
164,605
190,070
213,150
( 508 )
( 310.3 )
( 340.0 )
( 392.5 )
( 440.2 )
( 668.4 )
( 732.2 )
( 845.5 )
( 948.1 )
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
70,200
97,600
106,915
123,455
151,200
( 381 )
( 201.6 )
( 220.8 )
( 255.0 )
( 312.3 )
( 434.1 )
( 475.6 )
( 549.2 )
( 672.6 )
25
97,500
106,805
123,330
151,045
210,000
230,045
265,630
325,330
( 635 )
( 433.7 )
( 475.1 )
( 548.6 )
( 671.9 )
( 934.1 )
( 1023.3 )
( 1181.6 )
( 1447.1 )
1 See section 3.1.8 for explanation on development of load values . 2 See section 3.1.8 to convert design strength ( factored resistance ) 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 42 - 55 as necessary to the above values . Compare to the steel values in table 41 .
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 ). For temperature range C : Max . short term temperature = 248 ° F ( 120 ° C ), max . long term temperature = 162 ° F ( 72 ° C ) multiply above values by 0.82 . 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 and water saturated concrete conditions . For water-filled concrete multiply design strength value by 0.42 . 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 ( factored resistance ) 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 .
58 Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.2.2 HILTI HIT-HY 200 A / R V3 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