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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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