Q:: Using fc'-25 MPa, fy 420 MPa, self- weight neglected, Wu on slab is 25 kN/m2 to answer the problems: 1-Is the proposed slab thickness adequate for ACI requirements for deflection control? 2-ls reinforcement adequate for interior negative bending mmoments that 7000 7000 200 the proposed 3000 3000 300

Q:: Using fc'-25 MPa, fy 420 MPa, self- weight neglected, Wu on slab is 25 kN/m2 to answer the problems: 1-Is the proposed slab thickness adequate for ACI requirements for deflection control? 2-ls reinforcement adequate for interior negative bending mmoments that 7000 7000 200 the proposed 3000 3000 300

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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