32 kips 32 kips E 96 kip. f 96 kip. ft R- 16 kips Re=32 kips Rg = 16 kips P717
32 kips 32 kips E 96 kip. f 96 kip. ft R- 16 kips Re=32 kips Rg = 16 kips P717
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Solve Problems by the moment-area
method. EI is constant. 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.
![32 kips
32 kips
E
96 kip. f
96 kip. ft
R- 16 kips
Re=32 kips
Rg = 16 kips
P717](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa31f3118-aa58-4fc9-bcd7-5bbb6e56790e%2F6ef88c78-f036-4109-9702-31b78b3ab7a5%2Fnmkrxa_processed.jpeg&w=3840&q=75)
Transcribed Image Text:32 kips
32 kips
E
96 kip. f
96 kip. ft
R- 16 kips
Re=32 kips
Rg = 16 kips
P717
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