The lower ends of the three bars in Fig. P-238 are at the same level before...
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The lower ends of the three bars in Fig. P-238 are at the same level before the uniform rigid block weighing 40 kips is attached. Each steel bar has a length of 3 ft, and area of 1.0 in., and E = 29 106 psi. For the bronze bar, the area is 1.5 in. and E = 12 106 psi. Determine (a) the length of the bronze bar so that the load on each steel bar is twice the load on the bronze bar, and (b) the length of the bronze that will make the steel stress twice the bronze stress. Figure P-238 Steel Bronze 2 ft W = 40 kips 2 ft Steel The lower ends of the three bars in Fig. P-238 are at the same level before the uniform rigid block weighing 40 kips is attached. Each steel bar has a length of 3 ft, and area of 1.0 in., and E = 29 106 psi. For the bronze bar, the area is 1.5 in. and E = 12 106 psi. Determine (a) the length of the bronze bar so that the load on each steel bar is twice the load on the bronze bar, and (b) the length of the bronze that will make the steel stress twice the bronze stress. Figure P-238 Steel Bronze 2 ft W = 40 kips 2 ft Steel
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A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
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