Rigid bar ACB is supported with a pin at A and an elastic steel rod at C. The elastic rod has a diameter of 26 mm and modulus of elasticity E = 200 GPa. The bar is subjected to a uniform load q on span AC and a point load at B.Elastic rodRigid barAq = 7 kN/m-2.5 m-mmIC0.75 m-0.75 m-= 14 KNBⓇCalculate the change in length of the elastic rod (in mm). (Use the deformation sign convention.)mmWhat is the vertical displacement at point B (in mm)? (Assume the positive direction is upward. Use the statics sign convention.)

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ACB is supported with a pin at A and an elastic steel rod at C. The elastic rod has a diameter of 26 mm and modulus of elasticity E= 200 GPa. The bar is subjected to a uniform load q on span AC and a point load at 8. Elastic rod Rigid bar A q = 7 kN/m -2.5 m- mm 0.75 m C -0.75 m |P = 14 KN B e the change in length of the elastic rod (in mm). (Use the deformation sign convention.) mm the vertical displacement at point 8 (in mm)? (Assume the positive direction is upward. Use the statics sign convention.)

ACB is supported with a pin at A and an elastic steel rod at C. The elastic rod has a diameter of 26 mm and modulus of elasticity E= 200 GPa. The bar is subjected to a uniform load q on span AC and a point load at 8. Elastic rod Rigid bar A q = 7 kN/m -2.5 m- mm 0.75 m C -0.75 m |P = 14 KN B e the change in length of the elastic rod (in mm). (Use the deformation sign convention.) mm the vertical displacement at point 8 (in mm)? (Assume the positive direction is upward. Use the statics sign convention.)

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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