The total compressive force at the time of failure of a concrete beam section of breadth "b" without considering the partial safety factor of the material is
A0.36 fck b Xu
B0.54 fck b Xu
C0.87 fck b Xu
D0.67 fck b Xu
A0.36 fck b Xu
B0.54 fck b Xu
C0.87 fck b Xu
D0.67 fck b Xu
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