The beam below has a fixed support at A and a roller support at B. It is subject to transverse loadings as shown, with the following values defined: w = 6 kN/m P = 3 kN • L₁ = 6 m L₂ = 3 m • a = 2 m Take the Young's modulus of the material to be E = 160 GPa and the second moment of area to be I = 1.1 × 10⁹ mm¹.

The beam below has a fixed support at A and a roller support at B. It is subject to transverse loadings as shown, with the following values defined: w = 6 kN/m P = 3 kN • L₁ = 6 m L₂ = 3 m • a = 2 m Take the Young's modulus of the material to be E = 160 GPa and the second moment of area to be I = 1.1 × 10⁹ mm¹.

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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