713. Use conjugate beam method in the following problems. Show your complete solutions and drawings.Subject: Structural Theory 713. Determine the end moment and midspan value of El6 for the restrained beamshown in Fig. P-713. (Hint: Because of symmetry, the end shears are equal and theslope is zero at midspan. Let the redundant be the moment at midspan.)Ans. M =-(2/3)Pa; Elô(5/24)PaFigure P-713

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Determine the end moment and midspan value of EId for the restrained beam shown in Fig. P-713. (Hint: Because of symmetry, the end shears are equal and the slope is zero at midspan. Let the redundant be the moment at midspan.) Ans. M=-(2/3)Pa; El6 = (5/24)Pa Figure P-713

Determine the end moment and midspan value of EId for the restrained beam shown in Fig. P-713. (Hint: Because of symmetry, the end shears are equal and the slope is zero at midspan. Let the redundant be the moment at midspan.) Ans. M=-(2/3)Pa; El6 = (5/24)Pa Figure P-713

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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Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

713. Use conjugate beam method in the following problems. Show your complete solutions and drawings. Subject: Structural Theory

713. Determine the end moment and midspan value of El6 for the restrained beam
shown in Fig. P-713. (Hint: Because of symmetry, the end shears are equal and the
slope is zero at midspan. Let the redundant be the moment at midspan.)
Ans. M =-(2/3)Pa; Elô
(5/24)Pa
Figure P-713

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