(b) Draw Axial Force Diagram of the following elastic steel beam (Figure 9). Determine the relative displacement of point D from point A for the elastic steel bar of variable cross sections shown in Figure 9 caused by the application of concentrated forces. Areas AAB = 3000 mm², ABc = 1500 mm², Ace = 750 mm?. Modulus of %3D %3D %3D Elasticity, E = 200 GPa. 700 KN 500 KN 300 KN 100 KN 2000 mm 2000 mm 300 mm 300 mm. D A B C E Figure 9

(b) Draw Axial Force Diagram of the following elastic steel beam (Figure 9). Determine the relative displacement of point D from point A for the elastic steel bar of variable cross sections shown in Figure 9 caused by the application of concentrated forces. Areas AAB = 3000 mm², ABc = 1500 mm², Ace = 750 mm?. Modulus of %3D %3D %3D Elasticity, E = 200 GPa. 700 KN 500 KN 300 KN 100 KN 2000 mm 2000 mm 300 mm 300 mm. D A B C E Figure 9

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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