Please solve using the flexibility method. The solutions for the reactions are: Ma = 90.27 kip-ft CCW, Ay= 20.45 kip ↑, and Cy=15.55 kip ↑. I just don't know where I'm going wrong, thanks. P9.1. Compute the reactions, draw the shear and momentdiagrams, and locate the point of maximum deflection forthe beam in Figure P9.1. El is constant.| A9'-P = 36 kips↓₁P9.1B*6'-C

The flexibility method is also known as the force method.A propped cantilever beam is fixed at A and…

Answered: P9.1. Compute the reactions, draw the…

P9.1. Compute the reactions, draw the shear and moment diagrams, and locate the point of maximum deflection for the beam in Figure P9.1. El is constant. A 9'- P = 36 kips ↓₁ B + 6' -

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

Please solve using the flexibility method. The solutions for the reactions are: M_a = 90.27 kip-ft CCW, A_y= 20.45 kip ↑, and C_y=15.55 kip ↑. I just don't know where I'm going wrong, thanks.

P9.1. Compute the reactions, draw the shear and moment
diagrams, and locate the point of maximum deflection for
the beam in Figure P9.1. El is constant.
| A
9'-
P = 36 kips
↓₁
P9.1
B
*
6'-
C

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