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
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Chapter2: Loads On Structures
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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.
Transcribed Image Text: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.
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