See the figure given and determine the following using Virtual work Method A 1.0 m 2.0 m E= 20000 MPa 1= 158 x 10 mm Slope of deflection at free end a. 0.05485 rad b. -0.05485 rad c. 0.005485 rad d. -0.005485 rad Deflection at free end a. 17.22 mm (downward) b. 12.24 mm (downward) c. 6.12mm (downward) d. 15.26 mm (downward)

See the figure given and determine the following using Virtual work Method A 1.0 m 2.0 m E= 20000 MPa 1= 158 x 10 mm Slope of deflection at free end a. 0.05485 rad b. -0.05485 rad c. 0.005485 rad d. -0.005485 rad Deflection at free end a. 17.22 mm (downward) b. 12.24 mm (downward) c. 6.12mm (downward) d. 15.26 mm (downward)

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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