A two way slab of size 3.5 m x 4.5 m supports an imposed load of 2 kN/m2 and floor finish of 1 kN/m?. Two adjacent edge of slab are discontinuous. Overall depth of slab is 120 mm with effective cover of 20 mm. width of support is 400 mm. What is the design bending moment for mid-span per unit length along short span. Use the following data for calculations. Short span moment coefficient at mid-span (a) 1.2 0.045 1.3 0.049

A two way slab of size 3.5 m x 4.5 m supports an imposed load of 2 kN/m2 and floor finish of 1 kN/m?. Two adjacent edge of slab are discontinuous. Overall depth of slab is 120 mm with effective cover of 20 mm. width of support is 400 mm. What is the design bending moment for mid-span per unit length along short span. Use the following data for calculations. Short span moment coefficient at mid-span (a) 1.2 0.045 1.3 0.049

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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