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Q/For the slab shown in figure. fc' -30 MPa, fy-400MPa, WL. L-5 kN/m². Design floor slab of panel (A) in long span only, use columns 300x300mm.

Q/For the slab shown in figure. fc' -30 MPa, fy-400MPa, WL. L-5 kN/m². Design floor slab of panel (A) in long span only, use columns 300x300mm.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q/ For the slab shown in figure. fc' =30 MPa, fy=400MPa, WL. L-5 kN/m². Design floor slab of panel (A) in long span only, use columns 300x300mm. 4m 3m 4.5m Brick wall top and bottom Brick wall top and bottom (A) 1-35 6m R.C beam 4m
Transcribed Image Text:Q/ For the slab shown in figure. fc' =30 MPa, fy=400MPa, WL. L-5 kN/m². Design floor slab of panel (A) in long span only, use columns 300x300mm. 4m 3m 4.5m Brick wall top and bottom Brick wall top and bottom (A) 1-35 6m R.C beam 4m
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