Example 14.1. A plate girder is composed of the following elements: Web plate: 900 mm depth x 10 mm thickness Two angles : ISA 200 mm×100 mm×12.0 mm @ 27.2 kg/m, in each flange (ii) (iii) Two flange plates 500 mm x 16 mm in each flange. The girder is simply supported over an effective span of 12 m. The diameter of rivets used for connecting flange angles to the web and flange plates to flange angles is 20 mm. Determine the safe uniformly distributed load which the girder can carry, inclusive of its own weight. Assume that the compression flange is not restrained against lateral bending, but the ends are restrained against torsion. Take fy = 250 N/mm.

Example 14.1. A plate girder is composed of the following elements: Web plate: 900 mm depth x 10 mm thickness Two angles : ISA 200 mm×100 mm×12.0 mm @ 27.2 kg/m, in each flange (ii) (iii) Two flange plates 500 mm x 16 mm in each flange. The girder is simply supported over an effective span of 12 m. The diameter of rivets used for connecting flange angles to the web and flange plates to flange angles is 20 mm. Determine the safe uniformly distributed load which the girder can carry, inclusive of its own weight. Assume that the compression flange is not restrained against lateral bending, but the ends are restrained against torsion. Take fy = 250 N/mm.

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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