1. Use stiffness matrix to compute reactions at boundaries and element force considering the following conditions: EA = 5000 KN (1). Horizontal force = 10 kN at point D rightward and vertical force =50 kN at point C downward. (2). Without external force, element 5 is 0.01 m too long. 4 m A 2 (2) 3 m B LO (3) Truss (5) (4) D (1) с

1. Use stiffness matrix to compute reactions at boundaries and element force considering the following conditions: EA = 5000 KN (1). Horizontal force = 10 kN at point D rightward and vertical force =50 kN at point C downward. (2). Without external force, element 5 is 0.01 m too long. 4 m A 2 (2) 3 m B LO (3) Truss (5) (4) D (1) с

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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