Design a monolithic concrete slab indicated below. The floor slab is to carry a service live load of 2.7KPA uniformly distributed over its surface and service dead load of (floor finish = 5 KPa). Use f'c = 21MPA, fy= 276MPA, Unit weight of concrete = 24KN/m^3. Design only details of slab along long span.

Design a monolithic concrete slab indicated below. The floor slab is to carry a service live load of 2.7KPA uniformly distributed over its surface and service dead load of (floor finish = 5 KPa). Use f'c = 21MPA, fy= 276MPA, Unit weight of concrete = 24KN/m^3. Design only details of slab along long span.

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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