The fixture shown in Figure 5 is fixed at point A and free at point C. The frame is made from a steel bar 50 mm wide and 75 mm thick. Assuming Young's modulus for steel to be 200 GPa, determine the vertical deflection at C due to the applied load of 5 kN. Use Castigliano's theorem and ignore any axial or shear deformations. A 4.5 m Figure 5 KN 1.5 m b Cross section 0 II = h K 50 mm = 75 mm

The fixture shown in Figure 5 is fixed at point A and free at point C. The frame is made from a steel bar 50 mm wide and 75 mm thick. Assuming Young's modulus for steel to be 200 GPa, determine the vertical deflection at C due to the applied load of 5 kN. Use Castigliano's theorem and ignore any axial or shear deformations. A 4.5 m Figure 5 KN 1.5 m b Cross section 0 II = h K 50 mm = 75 mm

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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