7000 e & w 60° 30° 1000 lb 1 1000 lb For the truss shown above, assume that A = 1.50 in 2, E=1.5x 106 psi for all the elements and let L=125 in. while the vertical component is The horizontal component of the displacement at Node 1 is Furthermore, the stress in the first element is , in the second element is (Approximate values in 4 decimal places.) and in the third element is (Give values in 1 decimal place)
7000 e & w 60° 30° 1000 lb 1 1000 lb For the truss shown above, assume that A = 1.50 in 2, E=1.5x 106 psi for all the elements and let L=125 in. while the vertical component is The horizontal component of the displacement at Node 1 is Furthermore, the stress in the first element is , in the second element is (Approximate values in 4 decimal places.) and in the third element is (Give values in 1 decimal place)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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