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The beam section shown in figure has been idealized into an arrangement of direct stress carrying booms and shear stress only carrying panels. If the beam section is subjected to a vertical shear load of 1495 N through its shear center, each of booms 1, 4, 5, and 8 has an area of 200 mm², and each of booms 2, 3, 6, and 7 has an area of 250 mm², determine the shear flow distribution and the position of the shear center. 50 mm 50 mm 150mm 2 200 mm 150 mm 80 mm 40 mm E 40 mm 80 mm 5

The beam section shown in figure has been idealized into an arrangement of direct stress carrying booms and shear stress only carrying panels. If the beam section is subjected to a vertical shear load of 1495 N through its shear center, each of booms 1, 4, 5, and 8 has an area of 200 mm², and each of booms 2, 3, 6, and 7 has an area of 250 mm², determine the shear flow distribution and the position of the shear center. 50 mm 50 mm 150mm 2 200 mm 150 mm 80 mm 40 mm E 40 mm 80 mm 5

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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PROBLEM 1: The beam section shown in figure has been idealized into an arrangement of direct stress carrying booms and shear stress only carrying panels. If the beam section is subjected to a vertical shear load of 1495 N through its shear center, each of booms 1, 4, 5, and 8 has an area of 200 mm², and each of booms 2, 3, 6, and 7 has an area of 250 mm², determine the shear flow distribution and the position of the shear center. 50 mm 50 mm 8 150 mm 200 mm 3 150 mm 5 40 mm 40 mm 80 mm 80 mm
Transcribed Image Text:PROBLEM 1: The beam section shown in figure has been idealized into an arrangement of direct stress carrying booms and shear stress only carrying panels. If the beam section is subjected to a vertical shear load of 1495 N through its shear center, each of booms 1, 4, 5, and 8 has an area of 200 mm², and each of booms 2, 3, 6, and 7 has an area of 250 mm², determine the shear flow distribution and the position of the shear center. 50 mm 50 mm 8 150 mm 200 mm 3 150 mm 5 40 mm 40 mm 80 mm 80 mm
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