O Compute the horizontal deflection at joint O Compute the horizontal reaction at A. The frame shown is subjected to a lateral load of 20 kN at joint B and a uniform load of 3 kN/m on member BC. Assume El is constant with values of E = 200000 MPa and I= 400 x 10 mm. Using virtual work method, 3 kN/m 20 kN 10m 10m O Compute the horizontal reaction at A. O Compute the moment at B. * Compute the horizontal deflection at joint C of the frame

O Compute the horizontal deflection at joint O Compute the horizontal reaction at A. The frame shown is subjected to a lateral load of 20 kN at joint B and a uniform load of 3 kN/m on member BC. Assume El is constant with values of E = 200000 MPa and I= 400 x 10 mm. Using virtual work method, 3 kN/m 20 kN 10m 10m O Compute the horizontal reaction at A. O Compute the moment at B. * Compute the horizontal deflection at joint C of the frame

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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