Part 2: Beam analysisThe timber beam in Figure 2 is simply supported at points A and E. The cross-section of the beam changesfrom segment AC to CE, as shown below. The Young's modulus of timber may be taken as 12 GPa. Theload, geometry and cross-sections of the beam will be instructed to each student in class.BA:BCDE0.5L0.5L0.75L0.75Lbị0.25hIb2h2NAhịSection B-BSection D-DFigure 2(a) Determine the deflection of the beam at point D by both Virtual Work Method and Castigliano'sTheorem. Compare and comment on the differences in these approaches.(b) Calculate the bending and shear stresses at point F on the Section B-B.(c) Develop and sketch the Mohr's circle of stresses corresponding to point F. Show all necessary details,including principal stresses and maximum shear stress. PART 2Cross-section dimensions (mm)Load Q (kN) Length L (m)b1h1b2h210.52.19621156161

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The timber beam in Figure 2 is simply supported at points A and E. The cross-section of the beam changes from segment AC to CE, as shown below. The Young's modulus of timber may be taken as 12 GPa. The load, geometry and cross-sections of the beam will be instructed to each student in class.

The timber beam in Figure 2 is simply supported at points A and E. The cross-section of the beam changes from segment AC to CE, as shown below. The Young's modulus of timber may be taken as 12 GPa. The load, geometry and cross-sections of the beam will be instructed to each student in class.

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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