EXS:Design the cantilever slab shown in the figure below (The figure is top view). The slab carry service dead load is 3 i—’; (not include self weight)and service live load is 5 2% Use effective cover=25mm & use f'; = 27.6MPa, f, = 414Mpa.Neglect the moment & shear for check the depth of the slab. ‘ -] 8m EX5:Design the cantilever slab shown in the figure below (The figure is top view).kNThe slab carry service dead load is 3:m2(not include self weight)and service live loadis 5 ANUse effective cover=25mm & use f', = 27.6MP ,fy 414Mpa.Neglectthe moment & shear for check the depth of the slab.Col.Col.3mSlab8m

Deign of concrete slab is prepared according to the ACI 318 code. In that we firstly analyze the…

Answered: EX5:Design the cantilever slab shown in…

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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EXS:Design the cantilever slab shown in the figure below (The figure is top view). The slab carry service dead load is 3 i—’; (not include self weight)and service live load is 5 2% Use effective cover=25mm & use f'; = 27.6MPa, f, = 414Mpa.Neglect the moment & shear for check the depth of the slab. ‘ -] 8m

EX5:Design the cantilever slab shown in the figure below (The figure is top view).
kN
The slab carry service dead load is 3:
m2
(not include self weight)and service live load
is 5 ANUse effective cover=25mm & use f', = 27.6MP ,fy 414Mpa.Neglect
the moment & shear for check the depth of the slab.
Col.
Col.
3m
Slab
8m

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