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 (bending moment) reaction forces at points A and D.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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 (bending moment) reaction forces at points A and D.
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 (bending moment) reaction forces at points A and D.
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