A uniform I-section beam has a web 600 mm x 12,5 mm and flanges 300 mm x 25 mm. At a certain section, the beam must withstand a bending moment of 300 kN.m and a shear force of 1 MN. Determine: 6.1 The maximum bending stress induced in the section 6.2 The maximum shear stress induced in the section due to the shear force only 6.3 The percentage of the shear force carried by the web 6.4 The percentage of the bending moment carried by the flanges.

A uniform I-section beam has a web 600 mm x 12,5 mm and flanges 300 mm x 25 mm. At a certain section, the beam must withstand a bending moment of 300 kN.m and a shear force of 1 MN. Determine: 6.1 The maximum bending stress induced in the section 6.2 The maximum shear stress induced in the section due to the shear force only 6.3 The percentage of the shear force carried by the web 6.4 The percentage of the bending moment carried by the flanges.

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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