P7.17. Compute the slope and deflection under the 32-kip load at B and D. Reactions are given. I = 510 in.4 and E = 29,000 kips/in.². Sketch the deflected shape. 96 kip. ft A 12' RA = 16 kips 32 kips B C 12'- 4 Rc = 32 kips P7.17 32 kips 12'- D E 12'- 2 96 kip. ft ↑ RE = 16 kips

Structural Analysis
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Chapter2: Loads On Structures
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Solve using double integration method 

 

P7.17. Compute the slope and deflection under the
32-kip load at B and D. Reactions are given. I = 510 in.ª
and E = 29,000 kips/in.². Sketch the deflected shape.
96 kip. ft
A
32 kips
R₁ = 16 kips
B
2²12²-
C
Rc = 32 kips
P7.17
32 kips
D
1212-
E
96 kip. ft
4
RE = 16 kips
Transcribed Image Text:P7.17. Compute the slope and deflection under the 32-kip load at B and D. Reactions are given. I = 510 in.ª and E = 29,000 kips/in.². Sketch the deflected shape. 96 kip. ft A 32 kips R₁ = 16 kips B 2²12²- C Rc = 32 kips P7.17 32 kips D 1212- E 96 kip. ft 4 RE = 16 kips
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