Problem 3.3 (similar to CE Board May 2003) A 3m simple beam supports a triangular load ranging from 0 at left support to 12 kN/m at right support. The moment of inertia of the section is 34.17x10^6 mm 4. a) Calculate the maximum shear in the beam. b) Determine the shear stress at the neutral axis of the section. c) Find the maximum shear stress.

Problem 3.3 (similar to CE Board May 2003) A 3m simple beam supports a triangular load ranging from 0 at left support to 12 kN/m at right support. The moment of inertia of the section is 34.17x10^6 mm 4. a) Calculate the maximum shear in the beam. b) Determine the shear stress at the neutral axis of the section. c) Find the maximum shear stress.

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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