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22) One brass bar and one steel bar are forming the setup shown below. Determine the tresses and the strains in the steel and brass bars when a load of 750 kN is applied to he connection of these two members where modulus of elasticities for steel and brass are Est = 200 GPa and Ebr = 125 GPa, respectively, and cross-sectional areas for steel and rass bars are Ast = 700 mm² and Abr = 1000 mm², respectively. Fixed Support 500 mm 400 mm Brass Steel F mm Gap F-750 kN Fixed Support

22) One brass bar and one steel bar are forming the setup shown below. Determine the tresses and the strains in the steel and brass bars when a load of 750 kN is applied to he connection of these two members where modulus of elasticities for steel and brass are Est = 200 GPa and Ebr = 125 GPa, respectively, and cross-sectional areas for steel and rass bars are Ast = 700 mm² and Abr = 1000 mm², respectively. Fixed Support 500 mm 400 mm Brass Steel F mm Gap F-750 kN Fixed Support

Structural Analysis
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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Q2) One brass bar and one steel bar are forming the setup shown below. Determine the stresses and the strains in the steel and brass bars when a load of 750 kN is applied to the connection of these two members where modulus of elasticities for steel and brass are Est = 200 GPa and Ebr 125 GPa, respectively, and cross-sectional areas for steel and brass bars are Ast = 700 mm² and Abr = 1000 mm², respectively. 500 mm 400 mm Brass Steel F Fixed Support 2 mm Gap F = 750 KN Fixed Support
Transcribed Image Text:Q2) One brass bar and one steel bar are forming the setup shown below. Determine the stresses and the strains in the steel and brass bars when a load of 750 kN is applied to the connection of these two members where modulus of elasticities for steel and brass are Est = 200 GPa and Ebr 125 GPa, respectively, and cross-sectional areas for steel and brass bars are Ast = 700 mm² and Abr = 1000 mm², respectively. 500 mm 400 mm Brass Steel F Fixed Support 2 mm Gap F = 750 KN Fixed Support
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