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To check whether the slab is one way or two way:
ly = length of long-span
lx = length of short span
if the ratio of longer span to shorter span is greater than 2. Then it will be designed as ONE WAY slab.
Because slab is one way along the short span and load is assumed to be carried by end beam
DA and BC.
SFD and BMD of beam AC:
Self-weight of beam = 0.086 kip
Calculation of shear force (Q):
Calculation of bending moment (M):
at the point x = 5:
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