P9.15. (a) Compute all reactions for the beam in Figure P9.15 assuming that the supports do not move; EI is constant. (b) Repeat computations given that support C moves upward a distance of 288/ (EI) when the load is applied. L P = 16 kips B P9.15
P9.15. (a) Compute all reactions for the beam in Figure P9.15 assuming that the supports do not move; EI is constant. (b) Repeat computations given that support C moves upward a distance of 288/ (EI) when the load is applied. L P = 16 kips B P9.15
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![P9.15. (a) Compute all reactions for the beam in Figure P9.15 assuming that the supports do not move; EI is constant. (b) Repeat
computations given that support C moves upward a distance of 288/ (EI) when the load is applied.
P = 16 kips
- 6'-
6²-
B
P9.15
-12'-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcead8133-80ee-41e1-ae6e-1000da769d74%2F581ab0b1-8194-46a3-845b-87b002f214af%2Fhty6d84_processed.png&w=3840&q=75)
Transcribed Image Text:P9.15. (a) Compute all reactions for the beam in Figure P9.15 assuming that the supports do not move; EI is constant. (b) Repeat
computations given that support C moves upward a distance of 288/ (EI) when the load is applied.
P = 16 kips
- 6'-
6²-
B
P9.15
-12'-
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Step 1: Introduction
VIEWStep 2: Using compatibility equation
VIEWStep 3: Deflection calculation
VIEWStep 4: Reaction at B
VIEWStep 5: Reaction at other supports
VIEWStep 6: Compatibility equation when settlement occurs
VIEWStep 7: Finding reaction at supports
VIEWStep 8: Final answer
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