Question: A two - way floor is shown in Fig. 4 which meets all the requirements specified in ACI 3 1 8 for using direct design

A two-way floor is shown in Fig. 4 which meets all the requirements specified in ACI 318 for using direct design method. The slab thickness is 10in. The total factored load on the slab is 325psf.
Given:
fy=60,000
fc=4000
ts=10in
qu=325psf.
Normal-weight concrete
Using the Direct Design Method specified in current ACI 318 to compute column and middle strip moments of the exterior span in the longitudinal direction (30ft. bay).
Edge beam Section
A two - way floor is shown in Fig. 4 which meets

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