H.W.: A horizontal rigid bar AB is hinged at A and subjected to 80 kN load and 120 kN.m moment at C as shown. Two vertical rods BE (of Steel) and DF (of Copper) try to assist the rigid bar AB to carry the load. Determine the stress in each of the vertical rods and the downward deflection at point C. Use Esteel = 200 GN/m², Ecopper = 120 GN/m². Copper F A-850 mm² L=1m 3m D 3m 120 kN.m 80 KN + Steel E A-600 mm² L=1.5 m 2m B +

H.W.: A horizontal rigid bar AB is hinged at A and subjected to 80 kN load and 120 kN.m moment at C as shown. Two vertical rods BE (of Steel) and DF (of Copper) try to assist the rigid bar AB to carry the load. Determine the stress in each of the vertical rods and the downward deflection at point C. Use Esteel = 200 GN/m², Ecopper = 120 GN/m². Copper F A-850 mm² L=1m 3m D 3m 120 kN.m 80 KN + Steel E A-600 mm² L=1.5 m 2m B +

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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