HIT-HY 200 A / R V3 Adhesive with Deformed Reinforcing Bars ( Rebar )
Table 66 — Steel factored resistance for CA rebar 1
Rebar size
10M
15M
20M
25M
30M
Tensile N sar
3 lb ( kN )
CSA-G30.18 Grade 400 2
Shear V sar
4 lb ( kN )
Seismic shear V sar , eq
5 lb ( kN ) 7,245 4,035 2,825 ( 32.2 ) ( 17.9 ) ( 12.6 ) 14,525 8,090 5,665 ( 64.6 ) ( 36.0 ) ( 25.2 ) 21,570 12,020 8,415 ( 95.9 ) ( 53.5 ) ( 37.4 ) 36,025 20,070 14,050 ( 160.2 ) ( 89.3 ) ( 62.5 ) 50,715 28,255 19,780 ( 225.6 ) ( 125.7 ) ( 88.0 )
1 See section 3.1.8 to convert design strength value to ASD value . 2 CSA-G30.18 Grade 400 rebar are considered ductile steel elements . 3 Tensile = A se , N ф s f uta
R as noted in CSA A23.3 Annex D .
4 Shear = A se , V ф s
0.60 f uta R as noted in CSA A23.3 Annex D .
5 Seismic Shear = α V , seis
V sar
: Reduction factor for seismic shear only . See CSA A23.3 Annex D for additional information on seismic applications .
Table 67 — Specifications for CA rebar installed with Hilti HIT-HY 200 A / R V3 adhesive
Setting information Symbol Units
Rebar size 10M 15M 20M 25M 30M
Nominal bit size d o in . 9 / 16 3 / 4 1 1-1 / 4 1-1 / 2
Effective embedment minimum h ef , min mm 70 80 90 101 120 maximum h ef , max mm 226 320 390 504 598
Minimum concrete member thickness h min mm h ef
+ 30 h ef
+ 2d o
Note : The installation specifications in table 67 above and the data in tables 66 through 80 pertain to the use of Hilti HIT-HY 200 V3 with rebar designed as a post-installed anchor using the provisions of CSA A23.3 Annex D . For the use of Hilti HIT-HY 200 V3 with rebar for typical development calculations according to CSA A23.3 Chapter 12 , refer to section 3.1.8 for the design method and tables 94 through 98 at the end of this section .
74 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