Please answer the problem attached image. Using NSCP 2015 thank you very much. 3. A W420 x 85 steel beam is fully restrained (both ends are fixed support) with a uniformly distributedsuper-imposed load of 25 kN/m. The beam has a span of 10 mProperties of W420 x 85A = 10839 mm²d = 420 mmby = 180 mmt = 18 mmtw = 11 mmlx = 310 x 10 mma. Compute for the maximum bending moment, and maximum shear of the beamb. Compute the average shearing stress in the beam (c. Compute the maximum shearing stress in the beam

Answered: Image /qna-images/answer/e069bccd-c58d-47c7-b74f-5c78c0467885.jpg

3. A W420 x 85 steel beam is fully restrained (both ends are fixed support) with a uniformly distributed super-imposed load of 25 kN/m. The beam has a span of 10 m Properties of W420 x 85 = 10839 mm² A d = 420 mm br = 180 mm t = 18 mm tw = 11 mm x= 310 x 10 mm a. Compute for the maximum bending moment, and maximum shear of the beam b. Compute the average shearing stress in the beam ( c. Compute the maximum shearing stress in the beam

3. A W420 x 85 steel beam is fully restrained (both ends are fixed support) with a uniformly distributed super-imposed load of 25 kN/m. The beam has a span of 10 m Properties of W420 x 85 = 10839 mm² A d = 420 mm br = 180 mm t = 18 mm tw = 11 mm x= 310 x 10 mm a. Compute for the maximum bending moment, and maximum shear of the beam b. Compute the average shearing stress in the beam ( c. Compute the maximum shearing stress in the beam

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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