Anchor Fastening Technical Guide , Edition 22
Table 57 — Hilti HIT-HY 200 V3 adhesive design strength with concrete / bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9
Tension — ФN n Shear — ФV n
Thread size
3 / 8-16 UNC
1 / 2-13 UNC
5 / 8-11 UNC
3 / 4-10 UNC
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 )
4-3 / 8 |
7,140 |
7,820 |
9,030 |
11,060 |
15,375 |
16,840 |
19,445 |
23,815 |
( 111 ) |
( 31.8 ) |
( 34.8 ) |
( 40.2 ) |
( 49.2 ) |
( 68.4 ) |
( 74.9 ) |
( 86.5 ) |
( 105.9 ) |
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 ) |
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 ) |
8-1 / 8 |
18,065 |
19,790 |
22,850 |
27,985 |
38,910 |
42,620 |
49,215 |
60,275 |
( 206 ) |
( 80.4 ) |
( 88.0 ) |
( 101.6 ) |
( 124.5 ) |
( 173.1 ) |
( 189.6 ) |
( 218.9 ) |
( 268.1 ) |
3.2.2
Table 58 — Hilti HIT-HY 200 V3 adhesive design strength with concrete / bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in cracked concrete 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9
Tension — ФN n Shear — ФV n
Thread size
3 / 8-16 UNC
1 / 2-13 UNC
5 / 8-11 UNC
3 / 4-10 UNC
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 )
4-3 / 8 |
5,050 |
5,335 |
5,815 |
6,570 |
10,880 |
11,495 |
12,530 |
14,150 |
( 111 ) |
( 22.5 ) |
( 23.7 ) |
( 25.9 ) |
( 29.2 ) |
( 48.4 ) |
( 51.1 ) |
( 55.7 ) |
( 62.9 ) |
5 |
6,175 |
6,765 |
7,815 |
9,570 |
13,305 |
14,575 |
16,830 |
20,610 |
( 127 ) |
( 27.5 ) |
( 30.1 ) |
( 34.8 ) |
( 42.6 ) |
( 59.2 ) |
( 64.8 ) |
( 74.9 ) |
( 91.7 ) |
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 / 8 |
12,795 |
14,015 |
16,185 |
19,825 |
27,560 |
30,190 |
34,860 |
42,695 |
( 206 ) |
( 56.9 ) |
( 62.3 ) |
( 72.0 ) |
( 88.2 ) |
( 122.6 ) |
( 134.3 ) |
( 155.1 ) |
( 189.9 ) |
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 60 - 61 as necessary to the above values . Compare to the steel values in table 59 . 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 0.92 . For temperature range C : Max . short term temperature = 248 ° F ( 120 ° C ), max . long term temperature = 162 ° F ( 72 ° C ) multiply above values by 0.78 . 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 conditions . For water saturated concrete multiply design strength ( factored resistance ) by 0.85 . 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 . For seismic loads , multiply cracked concrete tabular values in tension and shear by α seis
=
0.69 . See section 3.1.8 for additional information on seismic applications .
Table 59 — Steel design strength for steel bolt and cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 1 , 2 , 3
Thread size
3 / 8-16 UNC
1 / 2-13 UNC
5 / 8-11 UNC
3 / 4-10 UNC
Tensile 4
ϕN sa lb ( kN )
ASTM A193 B7
Shear 5
ϕV sa lb ( kN )
Seismic Shear 6
ϕV sa , eq lb ( kN )
Tensile 4
ϕN sa lb ( kN )
ASTM A193 Grade B8M stainless steel
Shear 5
ϕV sa lb ( kN )
Seismic Shear 6
ϕV sa , eq lb ( kN ) 6,300 3,490 2,445 5,540 3,070 2,150 ( 28.0 ) ( 15.5 ) ( 10.9 ) ( 24.6 ) ( 13.7 ) ( 9.6 ) 11,530 6,385 4,470 10,145 5,620 3,935 ( 51.3 ) ( 28.4 ) ( 19.9 ) ( 45.1 ) ( 25.0 ) ( 17.5 ) 18,365 10,170 7,120 16,160 8,950 6,265 ( 81.7 ) ( 45.2 ) ( 31.6 ) ( 71.9 ) ( 39.8 ) ( 27.9 ) 27,180 15,055 10,540 23,915 13,245 9,270 ( 120.9 ) ( 67.0 ) ( 46.9 ) ( 106.4 ) ( 58.9 ) ( 41.2 )
1 See section 3.1.8 to convert design strength ( factored resistance ) value to ASD value . 2 Hilti HIS-N and HIS-RN inserts with steel bolts are to be considered brittle steel elements . 3 Table values are the lesser of steel failure in the HIS-N insert or inserted steel bolt . 4 Tensile = ϕA se , N f uta as noted in ACI 318 Chapter 17 . 5 Shear values determined by static shear tests with ϕV sa
≤ ϕ 0.60 A se , V f uta as noted in ACI 318 Chapter 17 .
6 Seismic Shear = α V , seis ϕ Vsa
: Reduction for seismic shear only . See section 3.1.8 for additional information on seismic applications .
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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