EXS:Design the cantilever slab shown in the figure below (The figure is top view). The slab carry service dead load is 3% (not include self weightand service live load m is 52 Use effective cover—25mm & use f', = 27.6MPa. f, = 414Mpa.Neglect the moment & shear for check the depth of the slab. Using the ACI-CODE 318-2019 equations, col col. M1 3m Slab EX5:Design the cantilever slab shown in the figure below (The figure is top view).The slab carry service dead load is 3 kN(not include self weight)and service live loadm2is 5 Use effective cover=25mm & use f'. = 27.6MPA, fy= 414Mpa.Neglectthe moment & shear for check the depth of the slab.Using the ACI-CODE 318-2019 equations,Col.Col.3mSlab8m

The slab is an important element in the structure for carrying floor load and another live load that…

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% (not include self weightand service live load m is 52 Use effective cover—25mm & use f', = 27.6MPa. f, = 414Mpa.Neglect the moment & shear for check the depth of the slab. Using the ACI-CODE 318-2019 equations, col col. M1 3m Slab

EX5:Design the cantilever slab shown in the figure below (The figure is top view).
The slab carry service dead load is 3 kN
(not include self weight)and service live load
m2
is 5 Use effective cover=25mm & use f'. = 27.6MPA, fy= 414Mpa.Neglect
the moment & shear for check the depth of the slab.
Using the ACI-CODE 318-2019 equations,
Col.
Col.
3m
Slab
8m

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