1- The slab shown in figure below is to be designed to carry a live load of 3.5KN/m². Plus floor finishes and ceiling loads of 1.8KN/m². The characteristic material strengths are feu=30N/mm² and f-460N/mm².Basic span-effective depth ratio=20 300 5.3 m

1- The slab shown in figure below is to be designed to carry a live load of 3.5KN/m². Plus floor finishes and ceiling loads of 1.8KN/m². The characteristic material strengths are feu=30N/mm² and f-460N/mm².Basic span-effective depth ratio=20 300 5.3 m

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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