A box girder has the singly symmetrical trapezoidal cross section shown in Fig. P.10.23. It supports a vertical shear load of 500 kN applied through its shear centre and in a direction perpendicular to its parallel sides. Calculate the shear flow distribution and the maximum shear stress in the section. Ans. qon=0.25sa 9AB = 0.21sg–2.14×10-4+250 9вс — 0.17sс + 246 Tmax=30.2 N/mm²,

A box girder has the singly symmetrical trapezoidal cross section shown in Fig. P.10.23. It supports a vertical shear load of 500 kN applied through its shear centre and in a direction perpendicular to its parallel sides. Calculate the shear flow distribution and the maximum shear stress in the section. Ans. qon=0.25sa 9AB = 0.21sg–2.14×10-4+250 9вс — 0.17sс + 246 Tmax=30.2 N/mm²,

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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