For the beams shown in below, determine the displacements and rotations of the nodes, the element forces, and the reactions. The values of E, A, and I to be used are listed next to figure. 10 kN E = 210 GPa A = | x 10-? m² 1 = 2 x 10-ª m |5 kN · m 3 m 2 3 m 10 kN 5 kN · m 45° 3 3 3 m 2.

For the beams shown in below, determine the displacements and rotations of the nodes, the element forces, and the reactions. The values of E, A, and I to be used are listed next to figure. 10 kN E = 210 GPa A = | x 10-? m² 1 = 2 x 10-ª m |5 kN · m 3 m 2 3 m 10 kN 5 kN · m 45° 3 3 3 m 2.

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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