Problem 13.44. As written, using the flexibility method. Use Cy and Dy as the redundants(note that both C and D are roller supports, even though they are illustrated differently.) UseRisa for the deflection calculations, and use the matrix approach for the consistentdeformation calculations.Determine the reactions and draw the shear and bending moment diagrams for the structuresshown in Figs.using the method of consistent deformations2.5 kfftED16 ftEl = constantB25 kA- 20 ft-Determine the reaction is the question.

Find degree of static indeterminacy, DS DS = (3m +R)-(3j+A) Where m= number of members R = number…

Answered: Determine the reactions and draw the…

Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. using the method of consistent deformations

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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Concept explainers

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

Problem 13.44. As written, using the flexibility method. Use Cy and Dy as the redundants
(note that both C and D are roller supports, even though they are illustrated differently.) Use
Risa for the deflection calculations, and use the matrix approach for the consistent
deformation calculations.
Determine the reactions and draw the shear and bending moment diagrams for the structures
shown in Figs.
using the method of consistent deformations
2.5 kfft
E
D
16 ft
El = constant
B
25 k
A
- 20 ft-
Determine the reaction is the question.

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