For the flat plate shown in the figure below (edge beam are not used), design the hatched frame (middle and column strips) in the N-S direction. Given: fc =28MPA, fy = 420MP Super imposed dead load = 4 kN/m^2 Live Load = 3 kN/m^2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the flat plate shown in the figure below (edge beam are not used), design the hatched
frame (middle and column strips) in the N-S direction.
Given:
fe = 28 MPa, f, = 420MPA
Super imposed dead load = 4 kN/m^2
Live Load = 3 kN/m^2
5.5 m
6 m
5.5 m
300 mm square
4.5 m
300 mm x 500 nm
300 mm x 500 mm
4.5 m
4.5 m
Transcribed Image Text:For the flat plate shown in the figure below (edge beam are not used), design the hatched frame (middle and column strips) in the N-S direction. Given: fe = 28 MPa, f, = 420MPA Super imposed dead load = 4 kN/m^2 Live Load = 3 kN/m^2 5.5 m 6 m 5.5 m 300 mm square 4.5 m 300 mm x 500 nm 300 mm x 500 mm 4.5 m 4.5 m
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