Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 89

Anchor Fastening Technical Guide , Edition 22
Table 83 — Hilti HIT-HY 200 A / R V3 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 .
3 / 8
1 / 2
5 / 8
3 / 4
7 / 8
1
1-1 / 4
Effective embedment in . ( mm ) ƒ ' c
= 20 MPa ( 2,900psi ) 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 )
2-3 / 8
3,060
3,425
3,750
4,330
3,060
3,425
3,750
4,330
( 60 )
( 13.6 )
( 15.2 )
( 16.7 )
( 19.3 )
( 13.6 )
( 15.2 )
( 16.7 )
( 19.3 )
3-3 / 8
5,185
5,800
6,065
6,245
10,375
11,600
12,135
12,490
( 86 )
( 23.1 )
( 25.8 )
( 27.0 )
( 27.8 )
( 46.1 )
( 51.6 )
( 54.0 )
( 55.6 )
4-1 / 2
7,770
7,945
8,090
8,325
15,535
15,885
16,180
16,650
( 114 )
( 34.6 )
( 35.3 )
( 36.0 )
( 37.0 )
( 69.1 )
( 70.7 )
( 72.0 )
( 74.1 )
7-1 / 2
12,945
13,240
13,485
13,875
25,895
26,480
26,965
27,755
( 191 )
( 57.6 )
( 58.9 )
( 60.0 )
( 61.7 )
( 115.2 )
( 117.8 )
( 119.9 )
( 123.5 )
2-3 / 4
3,815
4,265
4,670
5,395
7,630
8,530
9,345
10,790
( 70 )
( 17.0 )
( 19.0 )
( 20.8 )
( 24.0 )
( 33.9 )
( 37.9 )
( 41.6 )
( 48.0 )
4-1 / 2
7,985
8,930
9,780
11,100
15,970
17,855
19,560
22,200
( 114 )
( 35.5 )
( 39.7 )
( 43.5 )
( 49.4 )
( 71.0 )
( 79.4 )
( 87.0 )
( 98.8 )
6
12,295
13,745
14,380
14,800
24,590
27,490
28,765
29,605
( 152 )
( 54.7 )
( 61.1 )
( 64.0 )
( 65.8 )
( 109.4 )
( 122.3 )
( 127.9 )
( 131.7 )
10
23,015
23,535
23,970
24,670
46,035
47,075
47,940
49,340
( 254 )
( 102.4 )
( 104.7 )
( 106.6 )
( 109.7 )
( 204.8 )
( 209.4 )
( 213.2 )
( 219.5 )
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
23,125
34,365
38,420
42,090
46,255
( 191 )
( 76.4 )
( 85.5 )
( 93.6 )
( 102.9 )
( 152.9 )
( 170.9 )
( 187.2 )
( 205.8 )
12-1 / 2
35,965
36,775
37,450
38,545
71,930
73,550
74,905
77,090
( 318 )
( 160.0 )
( 163.6 )
( 166.6 )
( 171.5 )
( 320.0 )
( 327.2 )
( 333.2 )
( 342.9 )
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
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 )
15
48,600
52,955
53,930
55,505
97,200
105,915
107,865
111,010
( 381 )
( 216.2 )
( 235.6 )
( 239.9 )
( 246.9 )
( 432.4 )
( 471.1 )
( 479.8 )
( 493.8 )
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
40,255
56,925
63,645
69,720
80,505
( 267 )
( 126.6 )
( 141.6 )
( 155.1 )
( 179.1 )
( 253.2 )
( 283.1 )
( 310.1 )
( 358.1 )
17-1 / 2
61,240
68,470
73,405
75,550
122,485
136,940
146,815
151,100
( 445 )
( 272.4 )
( 304.6 )
( 326.5 )
( 336.1 )
( 544.8 )
( 609.1 )
( 653.1 )
( 672.1 )
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
49,180
69,550
77,760
85,180
98,360
( 305 )
( 154.7 )
( 172.9 )
( 189.5 )
( 218.8 )
( 309.4 )
( 345.9 )
( 378.9 )
( 437.5 )
20
74,825
83,655
91,640
98,675
149,650
167,310
183,280
197,355
( 508 )
( 332.8 )
( 372.1 )
( 407.6 )
( 438.9 )
( 665.7 )
( 744.2 )
( 815.3 )
( 877.9 )
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
68,730
97,200
108,670
119,045
137,460
( 381 )
( 216.2 )
( 241.7 )
( 264.8 )
( 305.7 )
( 432.4 )
( 483.4 )
( 529.5 )
( 611.4 )
25
104,570
116,910
128,070
147,885
209,140
233,825
256,140
295,765
( 635 )
( 465.1 )
( 520.0 )
( 569.7 )
( 657.8 )
( 930.3 )
( 1040.1 )
( 1139.4 )
( 1315.6 )
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 42 - 55 as necessary to the above values . Compare to the steel values in table 81 . 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 ( factored resistance ) by 0.46 . 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 .
3.2.2
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
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