AR₁ = 8.2 kips-8'-B+-8'-15 kipsCDRD = 9.5 kips-8'- There is a statically indeterminate beam in which the horizontal forceat the left and right ends (points A and D) is zero, and the verticalforce is shown in the figure below,The flexural stiffness of the beam section is constant El:(a) Find the slope (Slope) of point B after deformation.(b) Find the vertical displacement of point C(Deflection).*correct answer is(a) 89.9 kips-ft2/El clockwise(b) 1656.21kips-ft3 /El downBut I want to calculate the process, thank you

Answered: Image /qna-images/answer/b25ab0b3-0c29-4d9d-9fde-ac2d8246991c.jpg

Answered: A R₁ = 8.2 kips -8'- B + -8'- 15 kips C…

Engineering

Civil Engineering

A R₁ = 8.2 kips -8'- B + -8'- 15 kips C D RD = 9.5 kips -8'-

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

A
R₁ = 8.2 kips
-8'-
B
+
-8'-
15 kips
C
D
RD = 9.5 kips
-8'-

There is a statically indeterminate beam in which the horizontal force
at the left and right ends (points A and D) is zero, and the vertical
force is shown in the figure below,
The flexural stiffness of the beam section is constant El:
(a) Find the slope (Slope) of point B after deformation.
(b) Find the vertical displacement of point C
(Deflection).
*correct answer is
(a) 89.9 kips-ft2/El clockwise
(b) 1656.21kips-ft3 /El down
But I want to calculate the process, thank you

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