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

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

Structural Analysis
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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A R₁ = 8.2 kips -8'- B + -8'- 15 kips C D RD = 9.5 kips -8'-
Transcribed Image Text: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
Transcribed Image Text: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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