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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.

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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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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