Compute all reactiosn for the beam in FigureP9.15 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 appleid P9.15. (a) Compute all reactions for the beam in Figure P9.15 assuming that the supports do not move; EI is constant. (b) Repeatcomputations given that support C moves upward a distance of 288/ (EI) when the load is applied.P = 16 kips- 6'-6²-BP9.15-12'-

Compute all reactions of the given beam when, a.) there are no settlements b.) the support at C…

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- B P9.15 121

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- B P9.15 121

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Compute all reactiosn for the beam in FigureP9.15 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 appleid

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: we have to determine all reaction for the beam

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Step 2: Determining the gap produced by the actual load

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Step 3: , determine the gap produced by the support reaction

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Step 4: using compatibility equation

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Step 5: using equilibrium equations

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Step 6: applying the compatibility equation

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Step 7: Now using the equilibrium equations we can now solve for the support reaction

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