Product Technical Guides : US-EN Anchor Fastening - August 2021 | Page 41

Anchor Fastening Technical Guide , Edition 22
Table 3 — Hilti HIT-HY 200 A / R V3 design strength with concrete / pullout failure for Hilti HIT-Z ( -R ) rods in uncracked concrete 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9 , 10
Nominal anchor diameter in .
3 / 8
1 / 2
5 / 8
3 / 4
Effective embed . 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
4,425
3,075
3,370
3,890
4,765
( 60 )
( 12.7 )
( 13.9 )
( 16.1 )
( 19.7 )
( 13.7 )
( 15.0 )
( 17.3 )
( 21.2 )
3-3 / 8
4,835
5,170
5,170
5,170
10,415
11,410
13,175
16,135
( 86 )
( 21.5 )
( 23.0 )
( 23.0 )
( 23.0 )
( 46.3 )
( 50.8 )
( 58.6 )
( 71.8 )
4-1 / 2
5,170
5,170
5,170
5,170
16,035
17,570
20,285
24,845
( 114 )
( 23.0 )
( 23.0 )
( 23.0 )
( 23.0 )
( 71.3 )
( 78.2 )
( 90.2 )
( 110.5 )
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
7,615
7,615
7,615
16,035
17,570
20,285
24,845
( 114 )
( 33.1 )
( 33.9 )
( 33.9 )
( 33.9 )
( 71.3 )
( 78.2 )
( 90.2 )
( 110.5 )
6
7,615
7,615
7,615
7,615
24,690
27,045
31,230
38,250
( 152 )
( 33.9 )
( 33.9 )
( 33.9 )
( 33.9 )
( 109.8 )
( 120.3 )
( 138.9 )
( 170.1 )
3-3 / 4
5,665
6,205
7,165
8,775
12,200
13,365
15,430
18,900
( 95 )
( 25.2 )
( 27.6 )
( 31.9 )
( 39.0 )
( 54.3 )
( 59.5 )
( 68.6 )
( 84.1 )
5-5 / 8
10,405
11,400
13,165
13,905
22,415
24,550
28,350
34,720
( 143 )
( 46.3 )
( 50.7 )
( 58.6 )
( 61.9 )
( 99.7 )
( 109.2 )
( 126.1 )
( 154.4 )
7-1 / 2
13,905
13,905
13,905
13,905
34,505
37,800
43,650
53,455
( 191 )
( 61.9 )
( 61.9 )
( 61.9 )
( 61.9 )
( 153.5 )
( 168.1 )
( 194.2 )
( 237.8 )
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 )
6-3 / 4
13,680
14,985
17,305
18,500
29,460
32,275
37,265
45,645
( 171 )
( 60.9 )
( 66.7 )
( 77.0 )
( 82.3 )
( 131.0 )
( 143.6 )
( 165.8 )
( 203.0 )
8-1 / 2
18,500
18,500
18,500
18,500
41,635
45,605
52,660
64,500
( 216 )
( 82.3 )
( 82.3 )
( 82.3 )
( 82.3 )
( 185.2 )
( 202.9 )
( 234.2 )
( 286.9 )
Table 4 — Hilti HIT-HY 200 A / R V3 design strength with concrete / pullout failure for Hilti HIT-Z ( -R ) rods in cracked concrete 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9 , 10
3.2.2
Nominal anchor diameter in .
3 / 8
1 / 2
5 / 8
3 / 4
Effective embed . 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
2,020
2,215
2,560
3,135
2,180
2,385
2,755
3,375
( 60 )
( 9.0 )
( 9.9 )
( 11.4 )
( 13.9 )
( 9.7 )
( 10.6 )
( 12.3 )
( 15.0 )
3-3 / 8
3,425
3,755
4,335
5,170
7,380
8,085
9,335
11,430
( 86 )
( 15.2 )
( 16.7 )
( 19.3 )
( 23.0 )
( 32.8 )
( 36.0 )
( 41.5 )
( 50.8 )
4-1 / 2
5,170
5,170
5,170
5,170
11,360
12,445
14,370
17,600
( 114 )
( 23.0 )
( 23.0 )
( 23.0 )
( 23.0 )
( 50.5 )
( 55.4 )
( 63.9 )
( 78.3 )
2-3 / 4
2,520
2,760
3,185
3,905
5,425
5,945
6,865
8,405
( 70 )
( 11.2 )
( 12.3 )
( 14.2 )
( 17.4 )
( 24.1 )
( 26.4 )
( 30.5 )
( 37.4 )
4-1 / 2
5,275
5,780
6,670
7,110
11,360
12,445
14,370
17,600
( 114 )
( 23.5 )
( 25.7 )
( 29.7 )
( 31.6 )
( 50.5 )
( 55.4 )
( 63.9 )
( 78.3 )
6
7,110
7,110
7,110
7,110
17,490
19,160
22,120
27,095
( 152 )
( 31.6 )
( 31.6 )
( 31.6 )
( 31.6 )
( 77.8 )
( 85.2 )
( 98.4 )
( 120.5 )
3-3 / 4
4,010
4,395
5,075
6,215
8,640
9,465
10,930
13,390
( 95 )
( 17.8 )
( 19.5 )
( 22.6 )
( 27.6 )
( 38.4 )
( 42.1 )
( 48.6 )
( 59.6 )
5-5 / 8
7,370
8,075
9,325
11,420
15,875
17,390
20,080
24,595
( 143 )
( 32.8 )
( 35.9 )
( 41.5 )
( 50.8 )
( 70.6 )
( 77.4 )
( 89.3 )
( 109.4 )
7-1 / 2
11,350
12,430
13,905
13,905
24,440
26,775
30,915
37,865
( 191 )
( 50.5 )
( 55.3 )
( 61.9 )
( 61.9 )
( 108.7 )
( 119.1 )
( 137.5 )
( 168.4 )
4
4,420
4,840
5,590
6,845
9,520
10,430
12,040
14,750
( 102 )
( 19.7 )
( 21.5 )
( 24.9 )
( 30.4 )
( 42.3 )
( 46.4 )
( 53.6 )
( 65.6 )
6-3 / 4
9,690
10,615
12,255
15,010
20,870
22,860
26,395
32,330
( 171 )
( 43.1 )
( 47.2 )
( 54.5 )
( 66.8 )
( 92.8 )
( 101.7 )
( 117.4 )
( 143.8 )
8-1 / 2
13,690
15,000
17,320
18,155
29,490
32,305
37,300
45,685
( 216 )
( 60.9 )
( 66.7 )
( 77.0 )
( 80.8 )
( 131.2 )
( 143.7 )
( 165.9 )
( 203.2 )
1 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 10 - 17 as necessary to the above values . Compare to the steel values in table 5 . 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 1.0 . For temperature range C : Max . short term temperature = 248 ° F ( 120 ° C ), max . long term temperature = 162 ° F ( 72 ° C ) multiply above values by 0.90 . 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 . 7 Tabular values are for short-term loads only . For sustained loads , 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 . For seismic loads , multiply cracked concrete tabular values in tension only by the following reduction factors : 3 / 8-in diameter - α N , seis
= 0.705 1 / 2-in to 3 / 4-in diameter - α N , seis
= 0.75
See Section 3.1.8 for additional information on seismic applications . 10 Diamond core drilling with Hilti HIT-Z ( -R ) rods is permitted with no reduction in published data above .
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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