BronzeSteelSteelW = 40 kips%3D2 ft2 ft2. The lower ends of the three bars asshown in figure 5 are at the samelevel before the uniform rigid blockweighing 200 kN is attached. Eachsteel bar has a length of 1 meter, andarea of 645 mm^2, and E = 200 GPa.%3DFor the bronze bar, the area is 970mm^2 and E = 82 GPa. Determine thelength of the bronze bar in meter sothat the load on each steel bar istwice the load on the bronze bar.2.11.81.71.51.3

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he lower ends of the three bars as hown in figure 5 are at the same evel before the uniform rigid block veighing 200 kN is attached. Each teel bar has a length of 1 meter, and rea of 645 mm^2, and E = 200 GPa. or the bronze bar, the area is 970 nm^2 and E = 82 GPa. Determine the ength of the bronze bar in meter so hat the load on each steel bar is wice the load on the bronze bar. 2.1 1.8 1.7 1.5 1.3

he lower ends of the three bars as hown in figure 5 are at the same evel before the uniform rigid block veighing 200 kN is attached. Each teel bar has a length of 1 meter, and rea of 645 mm^2, and E = 200 GPa. or the bronze bar, the area is 970 nm^2 and E = 82 GPa. Determine the ength of the bronze bar in meter so hat the load on each steel bar is wice the load on the bronze bar. 2.1 1.8 1.7 1.5 1.3

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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