) Under the applied loads support B settles 0.5 in. Determine all reactions. b) Compute the deflection of point C. Given: E = 30,000 kips/in.^2 and I = 240 in.^4

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Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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a) Under the applied loads support B settles 0.5 in. Determine all reactions.

b) Compute the deflection of point C.

Given:

E = 30,000 kips/in.^2 and I = 240 in.^4

 

w = 3 kips/ft
A
В
C
16'
4'→
Transcribed Image Text:w = 3 kips/ft A В C 16' 4'→
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