HIT-HY 200 A / R V3 Adhesive with Hilti HIT-Z anchor rods
Table 63 — Hilti HIT-HY 200 A / R V3 design information with Hilti HIT-Z and HIT-R-Z anchor rods in hammer drilled holes or diamond core drilled holes in accordance with CSA A23.3 1
Design parameter Symbol Units
Nominal rod diameter ( in .)
Ref 3 / 8 1 / 2 5 / 8 3 / 4 A23.3-14
Nominal anchor diameter d a mm 9.5 12.7 15.9 19.1
Effective minimum embedment 2 h ef mm 60 70 95 102
Effective maximum embedment 2 h ef mm 114 152 190 216
Minimum concrete thickness 3 h min mm
See tables 6 to 9 of this section or table 8 of ESR-4868
Critical edge distance c ac – See section 4.1.10.1 of ESR-4868
Minimum edge distance 4
|
c ac
|
– |
See tables 6 to 9 of this section |
Minimum anchor spacing 4
|
s min
|
– |
or table 8 of ESR-4868 |
Coeff . for factored concrete breakout resistance , uncracked concrete 5 k c , uncr – 10 D . 6.2.2
Coeff . for factored concrete breakout resistance , cracked concrete 5 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 7
Temp range B 7
Temp range C 7 lb 7,952 10,936 21,391 27,930
Characteristic pullout resistance in cracked concrete N p , cr ( kN ) ( 35.4 ) ( 48.6 ) ( 95.2 ) ( 124.2 ) lb 7,952 11,719 21,391 28,460
Characteristic pullout resistance in uncracked concrete N p , uncr
( kN ) ( 35.4 ) ( 52.1 ) ( 95.2 ) ( 126.6 ) lb 7,952 10,936 21,391 27,930
Characteristic pullout resistance in cracked concrete N p , cr
( kN ) ( 35.4 ) ( 48.6 ) ( 95.2 ) ( 124.2 ) lb 7,952 11,719 21,391 28,460
Characteristic pullout resistance in uncracked concrete N p , uncr
( kN ) ( 35.4 ) ( 52.1 ) ( 95.2 ) ( 126.6 ) lb 7,182 9,877 19,321 25,277
Characteristic pullout resistance in cracked concrete N p , cr
( kN ) ( 31.9 ) ( 43.9 ) ( 85.9 ) ( 112.4 ) lb 7,182 10,585 19,321 25,705
Characteristic pullout resistance in uncracked concrete N p , uncr ( kN ) ( 31.9 ) ( 47.1 ) ( 85.9 ) ( 114.3 )
Reduction for seismic tension α N , seis
– 0.94 1.0
Permissible installation conditions
Resistance modification factor tension and shear , pullout failure dry concrete
Resistance modification factor tension and shear , pullout failure water-saturated concrete
Anchor category
– 1
R dry
– 1.00
Anchor category
– 1
R ws
– 1.00
1 Design information in this table is taken from ICC-ES ESR-4868 , tables 8 and 10 , and converted for use with CSA A23.3 Annex D . 2 See figure 2 of this section . 3 See figure 5 of this section . 4 See figure 6 of this section . 5 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 .
6 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 .
7 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 .
D . 6.3.1
D . 6.3.1
D . 6.3.1
D . 6.3.1
D . 6.3.1
D . 6.3.1
D . 5.3 ( c )
D . 5.3 ( c )
72 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