EI is constant (Assume EI = 1 kN-m2). Solve using the moment-area method.Determine the (a) deviation of B with respect to the tangent at A; and the (b) deviation of A with respect to the tangent at B.Determine the deviation under the load Y with respect to the tangent at A.Determine the deviation under the load X with respect to the tangent at A. A-El is Constant (Assume El = 1 kN-m²)Load Y52 KN3m-112 mLoad X252 kN- 4 mB

Given: Required: deviation of B with respect to the tangent at A deviation of A with respect to…

Answered: EI is constant (Assume EI = 1 kN-m2).…

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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EI is constant (Assume EI = 1 kN-m²). Solve using the moment-area method.

Determine the (a) deviation of B with respect to the tangent at A; and the (b) deviation of A with respect to the tangent at B.
Determine the deviation under the load Y with respect to the tangent at A.
Determine the deviation under the load X with respect to the tangent at A.

A
-
El is Constant (Assume El = 1 kN-m²)
Load Y
52 KN
3m-1
12 m
Load X
252 kN
- 4 m
B

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