A portion of the floor plan of a building is shown in Fig. P-543. The total loading (including live and dead loads) in each bay is as shown. Select the lightest suitable W shape beams if the allowable flexural stress is 120 MPa. Wall 2.5 m -2.5 m- t-2.5 m- -2.5 m- - -2.5 m- 2.5 m 15 kN/m2 15 kN/m2 9 kN/m2 9 kN/m2 15 kN/m2 15 kN/m2 7 m (В-3) (B-3) (B-2) (B-1) (B-2) (G-1) Stair well 2 m Wall

A portion of the floor plan of a building is shown in Fig. P-543. The total loading (including live and dead loads) in each bay is as shown. Select the lightest suitable W shape beams if the allowable flexural stress is 120 MPa. Wall 2.5 m -2.5 m- t-2.5 m- -2.5 m- - -2.5 m- 2.5 m 15 kN/m2 15 kN/m2 9 kN/m2 9 kN/m2 15 kN/m2 15 kN/m2 7 m (В-3) (B-3) (B-2) (B-1) (B-2) (G-1) Stair well 2 m Wall

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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