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A hollow steel crank has an outside diameter of 57 mm and an inside diameter of 52 mm. The load magnitudes are Py= 400 N and P, = 210 N, and the length dimensions are a = 125 mm, b = 344 mm, and c = 225 mm. y Py P: b Determine the magnitudes of the equivalent forces and the equivalent moments that act at the section that contains point K. (a) Axial force in x direction Px (N) (b) Shear force in y direction Vy (N) (c) Shear force in z direction V, (N) (d) Torque around x axis Ty (N-m) (e) Bending moment around y axis M, (N-m) (f) Bending moment around z axis M, (N-m)

A hollow steel crank has an outside diameter of 57 mm and an inside diameter of 52 mm. The load magnitudes are Py= 400 N and P, = 210 N, and the length dimensions are a = 125 mm, b = 344 mm, and c = 225 mm. y Py P: b Determine the magnitudes of the equivalent forces and the equivalent moments that act at the section that contains point K. (a) Axial force in x direction Px (N) (b) Shear force in y direction Vy (N) (c) Shear force in z direction V, (N) (d) Torque around x axis Ty (N-m) (e) Bending moment around y axis M, (N-m) (f) Bending moment around z axis M, (N-m)

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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A hollow steel crank has an outside diameter of 57 mm and an inside diameter of 52 mm. The load magnitudes are Py= 400 N and P, = 210 N, and the length dimensions are a = 125 mm, b = 344 mm, and c = 225 mm. y Py K Pz b Determine the magnitudes of the equivalent forces and the equivalent moments that act at the section that contains point K. (a) Axial force in x direction Px (N) (b) Shear force in y direction V, (N) (c) Shear force in z direction V, (N) (d) Torque around x axis Tx (N-m) (e) Bending moment around y axis M, (N-m) (f) Bending moment around z axis M, (N-m)
Transcribed Image Text:A hollow steel crank has an outside diameter of 57 mm and an inside diameter of 52 mm. The load magnitudes are Py= 400 N and P, = 210 N, and the length dimensions are a = 125 mm, b = 344 mm, and c = 225 mm. y Py K Pz b Determine the magnitudes of the equivalent forces and the equivalent moments that act at the section that contains point K. (a) Axial force in x direction Px (N) (b) Shear force in y direction V, (N) (c) Shear force in z direction V, (N) (d) Torque around x axis Tx (N-m) (e) Bending moment around y axis M, (N-m) (f) Bending moment around z axis M, (N-m)
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