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Advances in Civil Engineering
/
2019
/
Article
/
Tab 3
/
Research Article
Failure Modes and Resistance of Perforated Steel Rib Shear Connectors under Uplift Forces
Table 3
Calculation results of the resistance of concrete dowel and transverse bar.
α
A
A
h
(×10
3
mm
2
)
A
bar
(×10
3
mm
2
)
(MPa)
f
y,bar
(MPa)
F
h,u
(kN)
0.90
1963.5
153.9
43.0
450.0
204.8
