PROBLEM NO. 2 Design a one-way slab having a simple span of 3.5 m. The slab is to carry a uniform live load of 4.8 kPa and uniform dead load of 6.68 kN/m. Assume fc'=27.6 MPa, fy = 276 Mpa for main and temperature bars. The slab is not exposed to earth or weather. Use unit weight of concrete Y = 23.5 kN/m³.

PROBLEM NO. 2 Design a one-way slab having a simple span of 3.5 m. The slab is to carry a uniform live load of 4.8 kPa and uniform dead load of 6.68 kN/m. Assume fc'=27.6 MPa, fy = 276 Mpa for main and temperature bars. The slab is not exposed to earth or weather. Use unit weight of concrete Y = 23.5 kN/m³.

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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