Given E = 29000 ksi, the cross-section area of the top and bottom chord members = 1500mm^2 and o the other members = 2500mm^2. The length of all members = 6m. Using the method of virtual work t find a) The horizontal deflection at joint L3 and b) The vertical deflection at joint U3 Uz Us L La L2 30 kN 30 kN 3 panels @ 6 m = 18 m

Given E = 29000 ksi, the cross-section area of the top and bottom chord members = 1500mm^2 and o the other members = 2500mm^2. The length of all members = 6m. Using the method of virtual work t find a) The horizontal deflection at joint L3 and b) The vertical deflection at joint U3 Uz Us L La L2 30 kN 30 kN 3 panels @ 6 m = 18 m

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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