A W 420 x 85 steel beam is fully restrained with a uniformly distributed super-imposed load of 25 kN/m. The beam has a span of 10 m. Properties of W 420 x 85 A = 10839 mm² bf = 180 mm d = 420 mm Ix = 310 x 106 mm4 tr = 18 mm tw = 11 mm (1) Compute the bending stress in MPa. (2) Compute the maximum web shear stress in MPa. (3) Compute the maximum horizontal shear stress in MPa.

A W 420 x 85 steel beam is fully restrained with a uniformly distributed super-imposed load of 25 kN/m. The beam has a span of 10 m. Properties of W 420 x 85 A = 10839 mm² bf = 180 mm d = 420 mm Ix = 310 x 106 mm4 tr = 18 mm tw = 11 mm (1) Compute the bending stress in MPa. (2) Compute the maximum web shear stress in MPa. (3) Compute the maximum horizontal shear stress in MPa.

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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