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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
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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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 x10⁹ mm 4. A a X e here to search L₁ P B Part One: Equilibrium Complete the following equilibrium equations relating the unknown reactions on the beam: In all your working to follow, assume that M₁ acts counter-clockwise, and Ay and By are acting upwards. W W L₂ с
Transcribed Image Text: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 x10⁹ mm 4. A a X e here to search L₁ P B Part One: Equilibrium Complete the following equilibrium equations relating the unknown reactions on the beam: In all your working to follow, assume that M₁ acts counter-clockwise, and Ay and By are acting upwards. W W L₂ с
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