Design the steel reinforcement for the slab shown in the figure below, under the loading D.L=2kPa(not include self weight)&LL-4kPa f=27.6MP ,f, =414MP.. Neglect the moment & shear for check the depth of the slab,concrete cover-20mm& use D10mm. Col. Col. Beam 2.2 Slab Using the ACI-CODE 318-2019 equations.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design the steel reinforcement for the slab shown in the figure below, under the loading
D.L=2kPa(not include self weight)&L.L-4kPa f=27.6MP , f, = 414MPA. Neglect the
moment & shear for check the depth of the slab,concrete cover-20mm& use D10mm.
Col.
Col.
Beam
2.2
Slab
Using the ACI-CODE 318-2019 equations,
Transcribed Image Text:Design the steel reinforcement for the slab shown in the figure below, under the loading D.L=2kPa(not include self weight)&L.L-4kPa f=27.6MP , f, = 414MPA. Neglect the moment & shear for check the depth of the slab,concrete cover-20mm& use D10mm. Col. Col. Beam 2.2 Slab Using the ACI-CODE 318-2019 equations,
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