In the following beam with the working section shown is subjected to the indicated loads and supported as shown, determine the magnitude of the twist 0A and the deflection YC in the middle. Consider E = 70 GPa, A = 7.5 x 10-3 m2, IZ = 61.3 x 10-6 m4, IY = 23.2 x 10-6 m4 Develop by: 1) Double integration method 10 kN 2) Overlay Method 3) Moment area method 4 m 4 m develop: a) Problem approach and solution sequence b) Free body diagram c) Calculation of intermediate and constant forces d) Bending moment diagram e) Application of equations and associated tables a Consolidado 1 MM2-16421.door: 635 caracteres (valor aproximado).

In the following beam with the working section shown is subjected to the indicated loads and supported as shown, determine the magnitude of the twist 0A and the deflection YC in the middle. Consider E = 70 GPa, A = 7.5 x 10-3 m2, IZ = 61.3 x 10-6 m4, IY = 23.2 x 10-6 m4 Develop by: 1) Double integration method 10 kN 2) Overlay Method 3) Moment area method 4 m 4 m develop: a) Problem approach and solution sequence b) Free body diagram c) Calculation of intermediate and constant forces d) Bending moment diagram e) Application of equations and associated tables a Consolidado 1 MM2-16421.door: 635 caracteres (valor aproximado).

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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