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 and a concentrated load at 4 m from the right end. The beam has a span of 10 m Properties of W420 x 85 A = 10839 mm² d = 420 mm b,= 180 mm t₁ = 18 mm = 11 mm t₂ 1,= 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 and a concentrated load at 4 m from the right end. The beam has a span of 10 m Properties of W420 x 85 A = 10839 mm² d = 420 mm b,= 180 mm t₁ = 18 mm = 11 mm t₂ 1,= 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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