I need the answer quickly Design the steel reinforcement for the slab shown in the figure below, under the loadingD.L=2kPa(not include self weight)&L.L-4kPa f=27.6MP , f, = 414MPA. Neglect themoment & shear for check the depth of the slab,concrete cover-20mm& use D10mm.Col.Col.Beam2.2SlabUsing the ACI-CODE 318-2019 equations,

Given:- The loading on the slab is given The dead load on the slab = DL = 2 kPa = 2 kN/m2 The live…

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.

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

Section: Chapter Questions

Problem 1P

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