A flat-plate floor system of slab effective thickness of $d = 6$ inches and a column cross-section as shown indicates that a total shear of $Vu = 100$ kips is to be transferred to column from the slab. Determine whether the shear capacity of the joint is adequate, $f_{c}^{'} = 4 ksi$ .

Question

A flat-plate floor system of slab effective thickness of

d = 6

inches and a column cross-section as shown indicates that a total shear of

Vu = 100

kips is to be transferred to column from the slab. Determine whether the shear capacity of the joint is adequate,

f_{c}^{'} = 4 ksi

.

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