#28Mpa 5.8m 5.8m f,420Mpa Slab h250mm Beam Section: h600mm bw350mm Column Section: 500x500mm 7m LL-SKN/m Exterior D.L4KN/m 7m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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H.W.1: One-Way Slab: 1. Check slab thíckness. 2.Check shear force. 3.Design flexural reinforcement for the slab. I
4.Dosign flexural roinforcement for continuous beam B.
fe=28Mpa
6m
5.8m
5.8m
6m
f,-420Mpa
Slab h=250mm
6m
Beam Section:
ha600mm
bw#350mm
Column Section:
500x500mm
7m
LL=5kN/m?
Exterior
D.L-4kN/m?
7m
K
Transcribed Image Text:H.W.1: One-Way Slab: 1. Check slab thíckness. 2.Check shear force. 3.Design flexural reinforcement for the slab. I 4.Dosign flexural roinforcement for continuous beam B. fe=28Mpa 6m 5.8m 5.8m 6m f,-420Mpa Slab h=250mm 6m Beam Section: ha600mm bw#350mm Column Section: 500x500mm 7m LL=5kN/m? Exterior D.L-4kN/m? 7m K
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