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O Refer to the figure: AB: L= 15 in. G= 3.2x10 psi ВС: L- 24 in. G=5.6 x10° psi CE: L=12 in. Diam = 2.0 in BD: L= 10 in. - Rigid Links Diam = 1.5 in E Required: Movement of Points D and E De B 160 Ibs. 120 Ibs.

O Refer to the figure: AB: L= 15 in. G= 3.2x10 psi ВС: L- 24 in. G=5.6 x10° psi CE: L=12 in. Diam = 2.0 in BD: L= 10 in. - Rigid Links Diam = 1.5 in E Required: Movement of Points D and E De B 160 Ibs. 120 Ibs.

Structural Analysis
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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4) Refer to the figure: AB: L= 15 in. G= 3.2x10° psi BD: L= 10 in. BC: L= 24 in. G= 5.6 x106 psi CE: L=12 in. Diam = 2.0 in Rigid Links Diam = 1.5 in E Required: Movement of Points D and E De B 160 Ibs. 120 Ibs.
Transcribed Image Text:4) Refer to the figure: AB: L= 15 in. G= 3.2x10° psi BD: L= 10 in. BC: L= 24 in. G= 5.6 x106 psi CE: L=12 in. Diam = 2.0 in Rigid Links Diam = 1.5 in E Required: Movement of Points D and E De B 160 Ibs. 120 Ibs.
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