What is the maximum bending moment in kip-ft for the beams and reaction at C. In Figs. P14.1–P14.4 using the method of consistent deformations. Absolute value with two decinal places.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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What is the maximum bending moment in kip-ft for the beams and reaction at C. In Figs. P14.1–P14.4 using the method of consistent deformations. Absolute value with two decinal places.
 
 
 
 
 
75 k
2 k/ft
A
B
F15 A+15 A-
30 ft
37
I
E = constant
AG. P14.3
Transcribed Image Text:75 k 2 k/ft A B F15 A+15 A- 30 ft 37 I E = constant AG. P14.3
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