2.With an evenly distributed superimposed load of 25 kN/m, a W420 x 85 steel beam is adequately restrained. The beam spans 10 meters.Properties:A- 10839.09 mm?bị - 180.08 mmt, - 11.01 mmd- 420.02 mm1- 310 x 10° mm*t- 18.08 mm1. Determine the bending stresses in MPa.2. Calculate the maximum shear stress in the web in MPa,3. Determine the magnitude of the greatest horizontal shear stress in MPa.

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With an evenly distributed superimposed load of 25 kN/m, a W420 x 85 steel beam is adequately restrained. The beam spans 10 meter Properties: A- 10839.09 mm? bị - 180.08 mm tw - 11.01 mm d- 420.02 mm 1- 310 x 10° mm t- 18.08 mm 1. Determine the bending stresses in MPa. 2. Calculate the maximum shear stress in the web in MPa. 3. Determine the magnitude of the greatest horizontal shear stress in MPa.

With an evenly distributed superimposed load of 25 kN/m, a W420 x 85 steel beam is adequately restrained. The beam spans 10 meter Properties: A- 10839.09 mm? bị - 180.08 mm tw - 11.01 mm d- 420.02 mm 1- 310 x 10° mm t- 18.08 mm 1. Determine the bending stresses in MPa. 2. Calculate the maximum shear stress in the web in MPa. 3. Determine the magnitude of the greatest 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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