30 kips 30 kips B elastomeric pad - 10 - 10–- 10 P8.19
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Compute the deflection at midspan and the slope
at A in Figure P8.19. EI is constant. Express the slope in
degrees and the deflection in inches. Assume a pin support
at A and a roller at D. E = 29,000 kips/in.2
, I = 2000 in.4
.
Transcribed Image Text:30 kips
30 kips
B
elastomeric
pad
- 10 - 10–- 10
P8.19
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