Use the Flexibility Method (Method of Consistent Deformations) to compute all support reactions for the structure in Figure 2. Show all work and draw (or reference) any moment diagrams you use. El is constant. 2 k/ft. 8k B 6 ft. 20 k 6 ft. C 6 ft. 14 k 12 ft.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Handwritten work pls. Use method asked only.
Use the Flexibility Method (Method of Consistent Deformations) to compute all
support reactions for the structure in Figure 2.
EI is constant.
Show all work and draw (or reference) any moment diagrams you use.
*
*
2 k/ft
8 k
B
M
6 ft.
20 k
6 ft.
C
6 ft.
14 k
Figure 2
12 ft.
Transcribed Image Text:Use the Flexibility Method (Method of Consistent Deformations) to compute all support reactions for the structure in Figure 2. EI is constant. Show all work and draw (or reference) any moment diagrams you use. * * 2 k/ft 8 k B M 6 ft. 20 k 6 ft. C 6 ft. 14 k Figure 2 12 ft.
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