HIT-HY 200 A / R V3 Adhesive with Hilti HIS-N and HIS-RN internally threaded inserts
Anchor Fastening Technical Guide , Edition 22
Table 85 — Steel factored resistance for steel bolt / cap screw for Hilti HIS-N and HIS-RN internally threaded inserts 1 , 2 , 3
3.2.2
ASTM A193 B7 ASTM A193 Grade B8M Stainless Steel
Thread size
Tensile 4 N sar lb ( kN )
Shear 5 V sar lb ( kN )
Seismic Shear 6 V sar , eq lb ( kN )
Tensile 4 N sar lb ( kN )
Shear 5 V sar lb ( kN )
Seismic Shear 6 V sar , eq lb ( kN )
3 / 8-16 UNC |
5,765
( 25.6 )
|
3,215
( 14.3 )
|
2,250
( 10.0 )
|
5,070
( 22.6 )
|
2,825
( 12.6 )
|
1,975
( 8.8 )
|
1 / 2-13 UNC |
9,635
( 42.9 )
|
5,880
( 26.2 )
|
4,115
( 18.3 )
|
9,290
( 41.3 )
|
5,175
( 23.0 )
|
3,620
( 16.1 )
|
5 / 8-11 UNC |
16,020
( 71.3 )
|
9,365
( 41.7 )
|
6,555
( 29.2 )
|
14,790
( 65.8 )
|
8,240
( 36.7 )
|
5,770
( 25.7 )
|
3 / 4-10 UNC |
16,280
( 72.4 )
|
13,860
( 61.7 )
|
9,700
( 43.1 )
|
21,895
( 97.4 )
|
12,195
( 54.2 )
|
8,535
( 38.0 )
|
1 |
See Section 3.1.8 to convert design strength value to ASD value . |
2 |
Hilti HIS-N and HIS-RN inserts with steel bolts are considered brittle steel elements . |
3 |
Table values are the lesser of steel failure in the HIS-N insert or inserted steel bolt . |
4 |
Tensile = A se , N ф s f uta
R as noted in CSA A23.3 Annex D .
|
5 |
Shear = A se , V ф s
0.60 f uta R as noted in CSA A23.3 Annex D . For 3 / 8-in diameter insert , shear = A se , V ф s
0.50 f uta R .
|
6 |
Seismic Shear = α V , seis
V sar
: Reduction factor for seismic shear only . See section 3.1.8 for additional information on seismic applications .
|
Table 86 — Hilti HIT-HY 200 A / R V3 design information with Hilti HIS-N and HIS-RN internally threaded inserts in hammer drilled holes in accordance with CSA A23.3 Annex D 1
Design parameter Symbol Units
Nominal bolt / cap screw diameter ( in .) Ref
3 / 8 1 / 2 5 / 8 3 / 4 A23.3-14 HIS insert outside diameter D mm 16.5 20.5 25.4 27.6 Effective embedment 2 h ef mm 110 125 170 205
Minimum concrete thickness 2 h min mm 150 170 230 270
Critical edge distance c ac – 2h ef
Minimum edge distance c min mm 83 102 127 140
Minimum anchor spacing S min mm 83 102 127 140
Coeff . for factored concrete breakout resistance , uncracked concrete 3 k c , uncr – 10 D . 6.2.2
Coeff . for factored concrete breakout resistance , cracked concrete 3 k c , cr – 7 D . 6.2.2
Concrete material resistance factor ф c – 0.65 8.4.2
Resistance modification factor for tension and shear , concrete failure modes , Condition B 4 R conc
– 1.00 D . 5.3 ( c )
Temp range A 5
Temp range B 5
Temp range C 5 psi 870 890 910 920
Characteristic pullout resistance in cracked concrete 6 τ cr ( MPa ) ( 6.0 ) ( 6.1 ) ( 6.3 ) ( 6.3 ) psi 1,950 1,950 1,950 1,950
Characteristic pullout resistance in uncracked concrete 6 τ uncr
( MPa ) ( 13.4 ) ( 13.4 ) ( 13.4 ) ( 13.4 ) psi 870 890 910 92
Characteristic pullout resistance in cracked concrete 6 τ cr
( MPa ) ( 6.0 ) ( 6.1 ) ( 6.3 ) ( 0.6 ) psi 1,950 1,950 1,950 1,950
Characteristic pullout resistance in uncracked concrete 6 τ uncr
( MPa ) ( 13.4 ) ( 13.4 ) ( 13.4 ) ( 13.4 ) psi 715 730 750 755
Characteristic pullout resistance in cracked concrete 6 τ cr
( MPa ) ( 4.9 ) ( 5.0 ) ( 5.2 ) ( 5.2 ) psi 1,600 1,600 1,600 1,600
Characteristic pullout resistance in uncracked concrete 6 τ uncr ( MPa ) ( 11.0 ) ( 11.0 ) ( 11.0 ) ( 11.0 )
Reduction for seismic tension α N , seis
– 0.92
Permissible installation conditions
Resistance modification factor tension and shear , pullout failure dry concrete
Anch cat – 1
R dry
– 1.00
D . 6.5.2
D . 6.5.2
D . 6.5.2
D . 6.5.2
D . 6.5.2
D . 6.5.2
D . 5.3 ( c )
Resistance modification factor tension and shear , pullout failure water-saturated concrete Anch cat – 1 D . 5.3 ( c )
R ws
– 1.0
1 Design information in this table is taken from ELC-4868 , tables 19 and 20 , for use with CSA A23.3 Annex D . 2 See figure 13 of this section . 3 For all design cases , ψ c , N
= 1.0 . The appropriate coefficient for breakout resistance for cracked concrete ( k c , cr ) or uncracked concrete ( k c , uncr
) must be used . 4 For use with the load combinations of CSA A23.3 chapter 8 . Condition B applies where supplementary reinforcement in conformance with CSA A23.3 section D . 5.3 is not provided , or where pullout or pryout strength governs . For cases where the presence of supplementary reinforcement can be verified , the resistance modification factors associated with Condition A may be used .
5 Temperature range A : Max . short term temperature = 130 ° F ( 55 ° C ), max . long term temperature = 110 ° F ( 43 ° C ). Temperature range B : Max . short term temperature = 176 ° F ( 80 ° C ), max . long term temperature = 110 ° F ( 43 ° C ). Temperature range C : Max . short term temperature = 248 ° F ( 120 ° C ), max . long term temperature = 162 ° F ( 72 ° C ). 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 Bond strength values corresponding to concrete compressive strength ƒ ' c = 2,500 psi ( 17.2 MPa ). For concrete compressive strength , ƒ ' c
, between 2,500 psi ( 17.2 MPa ) and 8,000 psi
( 55.2 MPa ), the tabulated characteristic bond strength may be increased by a factor of ( ƒ ' c / 2,500 ) 0 . 1 [ for SI : ( ƒ ' c
/ 17.2 ) 0 . 1 ].
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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