Two wheels, placed at a distance of 2.5m apart, with a load of 200 kN on each of them, are moving on a simply supported girder (I-session) of span 6.0 m from left to right. The top and bottom flanges of the l-sections are 200 x 20 mm and the size of web plate is 800 x 6 mm. If the allowable bending compressive, bending tensile and average shear stresses are 110 MPa, 165 MPa and 100 MPa respectively, check the adequacy of the section against bending and shear stresses. Self weight of the girder may be neglected.

Two wheels, placed at a distance of 2.5m apart, with a load of 200 kN on each of them, are moving on a simply supported girder (I-session) of span 6.0 m from left to right. The top and bottom flanges of the l-sections are 200 x 20 mm and the size of web plate is 800 x 6 mm. If the allowable bending compressive, bending tensile and average shear stresses are 110 MPa, 165 MPa and 100 MPa respectively, check the adequacy of the section against bending and shear stresses. Self weight of the girder may be neglected.

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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