3. A continuous reinforced concrete one-way slab monolithically cast with beams is given below. Service (unfactored) live load is 125 psf. Service dead load is 20 psf, excluding the self-weight of the slab. Consider the height (h=8in), effective depth (d=7in) and flexure reinforcement (As-0.31 sq.in per foot width) for your calculations. Use 3,000 psi compressive strength concrete and Grade 60 reinforcing steel. Design the slab for shear.

3. A continuous reinforced concrete one-way slab monolithically cast with beams is given below. Service (unfactored) live load is 125 psf. Service dead load is 20 psf, excluding the self-weight of the slab. Consider the height (h=8in), effective depth (d=7in) and flexure reinforcement (As-0.31 sq.in per foot width) for your calculations. Use 3,000 psi compressive strength concrete and Grade 60 reinforcing steel. Design the slab for shear.

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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