Determine the reactions at the supports. Assume thesupport at A is fixed and that at B is a roller. TakeE = 29x10³ ksi. The Moment of inertia of eachsegment is shown in the figure.(By Using The Force Method)A9 ft-30 kIAB = 600 in418 ftB30 kIBC = 300 in | C12 ft-

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Determine the reactions at the supports. Assume the support at A is fixed and that at B is a roller. Take E = 29×103 ksi. The Moment of inertia of each segment is shown in the figure. (By Using The Force Method) A 9 ft- IAB 30 k = 600 in 18 ft B 30 k IBC = 300 in 12 ft- C

Determine the reactions at the supports. Assume the support at A is fixed and that at B is a roller. Take E = 29×103 ksi. The Moment of inertia of each segment is shown in the figure. (By Using The Force Method) A 9 ft- IAB 30 k = 600 in 18 ft B 30 k IBC = 300 in 12 ft- C

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

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

Determine the reactions at the supports. Assume the
support at A is fixed and that at B is a roller. Take
E = 29x10³ ksi. The Moment of inertia of each
segment is shown in the figure.
(By Using The Force Method)
A
9 ft-
30 k
IAB = 600 in4
18 ft
B
30 k
IBC = 300 in | C
12 ft-

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