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= 80 A round cylindrical beam is horizontal and spans I cm. The material has a modulus of elasticity E 69 GPa and a density of \gamma = 2700 kg/m3 Ends of the beam are built in. Concentrated loads of F = 162.5 N act at 30 cm from each end. The uniformly distributed self- weight must also be considered. Displacement at the centre is limited to 10 - 3 cm. 1) Do the necessary calculations and draw the shear and moment diagrams. 2) Determine the required diameter "D" that is consistent with the specifications.

= 80 A round cylindrical beam is horizontal and spans I cm. The material has a modulus of elasticity E 69 GPa and a density of \gamma = 2700 kg/m3 Ends of the beam are built in. Concentrated loads of F = 162.5 N act at 30 cm from each end. The uniformly distributed self- weight must also be considered. Displacement at the centre is limited to 10 - 3 cm. 1) Do the necessary calculations and draw the shear and moment diagrams. 2) Determine the required diameter "D" that is consistent with the specifications.

FINANCIAL ACCOUNTING
FINANCIAL ACCOUNTING
10th Edition
ISBN:9781259964947
Author:Libby
Publisher:Libby
Chapter1: Financial Statements And Business Decisions
Section: Chapter Questions
Problem 1Q
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= 80 A round cylindrical beam is horizontal and spans I cm. The material has a modulus of elasticity E 69 GPa and a density of \gamma = 2700 kg/m3 Ends of the beam are built in. Concentrated loads of F = 162.5 N act at 30 cm from each end. The uniformly distributed self- weight must also be considered. Displacement at the centre is limited to 10 - 3 cm. 1) Do the necessary calculations and draw the shear and moment diagrams. 2) Determine the required diameter "D" that is consistent with the specifications.
Transcribed Image Text:= 80 A round cylindrical beam is horizontal and spans I cm. The material has a modulus of elasticity E 69 GPa and a density of \gamma = 2700 kg/m3 Ends of the beam are built in. Concentrated loads of F = 162.5 N act at 30 cm from each end. The uniformly distributed self- weight must also be considered. Displacement at the centre is limited to 10 - 3 cm. 1) Do the necessary calculations and draw the shear and moment diagrams. 2) Determine the required diameter "D" that is consistent with the specifications.
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