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The room is 5*6 Steel yield stress (fy = 60000 psi) Concrete ultimate compressive strength (f’c...

The room is 5*6
Steel yield stress (fy = 60000 psi)
Concrete ultimate compressive strength (f’c = 4000 psi)
Reinforced concrete density = 150 lb/ft3.
Normal weight concrete is used.

The slab is treated as a one way slab and subjected to a dead load of 120 psf (excluding the self-weight
of the slab) and a live load of 220 psf.
- The slab is supported by beams on the edges.
- There is a column at each corner of the slab supporting the beams.
- Each beam is sitting on a non-load-bearing wall.
Design
- The slab
- The beams
- The columns
Carry out all ACI code checks and sketch your designs.

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