Situation 3: The rigid bar ABC has a weight of 2 kN (acting on the mid-span) shown in Figure, is hinged at A and supported by a steel rod at B, and it carries a load of 20 kN at C. 1.0 m steel L = 1.5 m A = 300 mm² E = 200 GPa -1.5 m- 20 KN 7. Determine the axial stress in the steel rod 8. What will be the vertical deflection at point C 9. What will be the vertical deflection at point C if the temperature in steel rod is increased by 30°C (α = 11.7 x 10-6/°C)

Situation 3: The rigid bar ABC has a weight of 2 kN (acting on the mid-span) shown in Figure, is hinged at A and supported by a steel rod at B, and it carries a load of 20 kN at C. 1.0 m steel L = 1.5 m A = 300 mm² E = 200 GPa -1.5 m- 20 KN 7. Determine the axial stress in the steel rod 8. What will be the vertical deflection at point C 9. What will be the vertical deflection at point C if the temperature in steel rod is increased by 30°C (α = 11.7 x 10-6/°C)

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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