P8.23. Compute the vertical deflection of point C in Figure P8.23. Given: I = 1200 in.¹, E = 29,000 kips/in.².

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Solve using double integration method 

 

P8.23. Compute the vertical deflection of point C in
Figure P8.23. Given: I = 1200 in.4, E = 29,000 kips/in.².
A
21
12'-
P8.23
w = 1.2 kips/ft
B
I
P = 6 kips
8'-
C
Transcribed Image Text:P8.23. Compute the vertical deflection of point C in Figure P8.23. Given: I = 1200 in.4, E = 29,000 kips/in.². A 21 12'- P8.23 w = 1.2 kips/ft B I P = 6 kips 8'- C
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