A statically indeterminate truss is shown in Figure 4b. Support at A is a pin and E is a roller. The applied load at C is P = 8 KN. Assume, cross sectional area of each bar, A = 600 mm2 and modulus of elasticity, E = 200 GPa. Jse virtual work method to determine the vertical displacement at C. D A B 10 kN 3m 3m Figure 4b

A statically indeterminate truss is shown in Figure 4b. Support at A is a pin and E is a roller. The applied load at C is P = 8 KN. Assume, cross sectional area of each bar, A = 600 mm2 and modulus of elasticity, E = 200 GPa. Jse virtual work method to determine the vertical displacement at C. D A B 10 kN 3m 3m Figure 4b

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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