Rigid bar ACB is supported by an elastic circular strut DC having an outer diameter of 11 in. and inner diameter of 10.1 in. The strut is made of steel with a modulus elasticity of E = 29,000 ksi. Pointload P = 3.7 kips is applied at B.-4 ft--5 ft-A3 ft♥PDCalculate the change in length (in inches) of the circular strut DC. (Use the deformation sign convention.)in.What is the vertical displacement (in inches) of the rigid bar at point B? (Use the statics sign convention.)in.

Given data: load=p=3.7 kips Outer Diameter of bar=11 in Inner dia of bar=10.1 in E=29000 ksi…

Calculate the change in length (in inches) of the circular strut DC. (Use the deformation sign convention.) in. What is the vertical displacement (in inches) of the rigid bar at point B? (Use the statics sign convention.) in.

Calculate the change in length (in inches) of the circular strut DC. (Use the deformation sign convention.) in. What is the vertical displacement (in inches) of the rigid bar at point B? (Use the statics sign convention.) in.

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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