Answer: 81 /82 = Substitute force-temperature deformation relationships into the geometry-of-deformation equation to derive the compatibility equation. Then, find the force in Bar (1), F1, and the force in Bar (2), F2. Be sure to use the correct sign for each force. By convention, a tension force is positive and a compression force is negative. Answers: F1 = kN F2 = kN Find o and o2, the normal stresses in members (1) and (2), respectively. By convention, a tension stress is positive, and a compression stress is negative. Answers: i MPа 02 MPа Determine d1, the deformation of Bar (1). By convention, a deformation is positive for a member that elongates, and it is negative for a member that is shortened. Answer: 81 = i mm Determine the deflection of point D on the rigid bar. In this case, report a downward deflection as a positive value, or an upward deflection as a negative value. Answer: VD = mm

Answer: 81 /82 = Substitute force-temperature deformation relationships into the geometry-of-deformation equation to derive the compatibility equation. Then, find the force in Bar (1), F1, and the force in Bar (2), F2. Be sure to use the correct sign for each force. By convention, a tension force is positive and a compression force is negative. Answers: F1 = kN F2 = kN Find o and o2, the normal stresses in members (1) and (2), respectively. By convention, a tension stress is positive, and a compression stress is negative. Answers: i MPа 02 MPа Determine d1, the deformation of Bar (1). By convention, a deformation is positive for a member that elongates, and it is negative for a member that is shortened. Answer: 81 = i mm Determine the deflection of point D on the rigid bar. In this case, report a downward deflection as a positive value, or an upward deflection as a negative value. Answer: VD = mm

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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