G5 // The bar AB is considered to be absolutely rigid and is horizontal before the load of 10000N is applied. The connection at C is a pin, and AB is supported by the bronze rod EA and the steel rod FB. The length of EA is 1.5m and FB is 2.5m. Neglect any possibility of lateral buckling and the weights of all bars „Calculate the stresses in each rod. For bronze E=100 GPa, A=60 mm? for steel E=200 GPa, A= 25 mm? F Steel L=2.5m B. 3m m 2m- Bronze L=1.5m 10000N

G5 // The bar AB is considered to be absolutely rigid and is horizontal before the load of 10000N is applied. The connection at C is a pin, and AB is supported by the bronze rod EA and the steel rod FB. The length of EA is 1.5m and FB is 2.5m. Neglect any possibility of lateral buckling and the weights of all bars „Calculate the stresses in each rod. For bronze E=100 GPa, A=60 mm? for steel E=200 GPa, A= 25 mm? F Steel L=2.5m B. 3m m 2m- Bronze L=1.5m 10000N

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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