Girder ABCD below, is made up of W-section and two 10 mm steel plate, supports two intermediate beams at point B and C. A 15 kN/m uniformly distributed load is imposed at girder ABCD in addition to concentrated loads due to two intermediate beams. The intermediate beams are 5 meters long and subjected to a 6kN/m uniformly distributed load. Assume all member is simply supported. Use E=200 GPa, Fy= 420 MPa. Neglect beam weight. Determine the maximum bending stress in MPa, on the girder ABCD using the built-up section provided b. Determine the moment of inertia (INA) of the section If the allowable bending stress for the built-up section is 60% of the yield strength, Fy. Determine the maximum allowable bending moment, in kN-m, that can be applied. d. Determine the kind and magnitude of bending stress in MPa, of the fiber 70mm below the

Girder ABCD below, is made up of W-section and two 10 mm steel plate, supports two intermediate beams at point B and C. A 15 kN/m uniformly distributed load is imposed at girder ABCD in addition to concentrated loads due to two intermediate beams. The intermediate beams are 5 meters long and subjected to a 6kN/m uniformly distributed load. Assume all member is simply supported. Use E=200 GPa, Fy= 420 MPa. Neglect beam weight. Determine the maximum bending stress in MPa, on the girder ABCD using the built-up section provided b. Determine the moment of inertia (INA) of the section If the allowable bending stress for the built-up section is 60% of the yield strength, Fy. Determine the maximum allowable bending moment, in kN-m, that can be applied. d. Determine the kind and magnitude of bending stress in MPa, of the fiber 70mm below the

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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