Instructions / Assembly

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
HIT-HY 200 A/R V3 Adhesive with Deformed Reinforcing Bars (Rebar)
Table 66 — Steel factored resistance for CA rebar
1
Rebar
size
CSA-G30.18 Grade 400
2
Tensile N
sar
3
lb (kN)
Shear V
sar
4
lb (kN)
Seismic
shear V
sar,eq
5
lb (kN)
10M
7,245 4,035 2,825
(32.2) (17.9) (12.6)
15M
14,525 8,090 5,665
(64.6) (36.0) (25.2)
20M
21,570 12,020 8,415
(95.9) (53.5) (37.4)
25M
36,025 20,070 14,050
(160.2) (89.3) (62.5)
30M
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
Ǫ
s
f
uta
R as noted in CSA A23.3 Annex D.
4 Shear = A
se,V
Ǫ
s
0.60 f
uta
R as noted in CSA A23.3 Annex D.
 4FJTNJD4IFBSƈ
V, s e is
V
sar
: Reduction factor for seismic shear only. See CSA A23.3 Annex D for additional
information on seismic applications.
Table 67 —4QFDJՐDBUJPOTGPS$"SFCBSJOTUBMMFEXJUI)JMUJ)*5):"37BEIFTJWF
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
/PUF5IFJOTUBMMBUJPOTQFDJՐDBUJPOTJOUBCMFBCPWFBOEUIFEBUBJOUBCMFTUISPVHIQFSUBJOUPUIFVTFPG)JMUJ)*5):7XJUISFCBSEFTJHOFEBTBQPTUJOTUBMMFEBODIPSVTJOHUIF
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.