4) Refer to the figure:AB: L= 15 in.G= 3.2x10° psiBD: L= 10 in.BC: L= 24 in.G= 5.6 x106 psi CE: L=12 in.Diam = 2.0 inRigid LinksDiam = 1.5 inERequired: Movement of Points D and EDeB160 Ibs.120 Ibs.

Answered: Image /qna-images/answer/67a49d51-8341-484a-a4e5-fdd6d75af794.jpg

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

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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