35 mm10 kN-m2.36 x106 mm70 GPa%3D%3D(1)C240 mm(2)4.02 x106 mm%3DB2800 mm45 GPaC3600 mmA composite torsion member consists of two solidshafts joined at flange B. Shafts (1) and (2) areattached to rigid supports at A and C, respectively.T1kN-mA concentrated torque T is applied to flange B in theT2kN-mdirection shown. Determine the internal torques andMPаshear stresses in each shaft. Also, determine therotation angle of flange B.MPa((Use the sign convention detailed in the fourthscene of this movie for internal torques and rotationangles.)PBrad1st2nd3rdEnterShaft propertiesI| ||||

GIVEN DATA- A COMPOSITE SHAFT GIVEN C1=35mm J1=2.36*10^6 mm^4 G1=70GPa C2=40mm J2=4.02*10^6 mm^4…

35 mm 10 kN-m 2.36 x10° mm* G1 = 70 GPa (1) 40 mm C2 = (2) 4.02 x106 mm B 45 GPa 2800 mm 3600 mm A composite torsion member consists of two solid shafts joined at flange B. Shafts (1) and (2) are kN-m T1 attached to rigid supports at A and C, respectively. kN-m A concentrated torque T is applied to flange B in the direction shown. Determine the internal torques and shear stresses in each shaft. Also, determine the rotation angle of flange B. T2 MPa MPa ((Use the sign convention detailed in the fourth rad scene of this movie for internal torques and rotation angles.) PB I| || || I| |||| Shaft properties

35 mm 10 kN-m 2.36 x10° mm* G1 = 70 GPa (1) 40 mm C2 = (2) 4.02 x106 mm B 45 GPa 2800 mm 3600 mm A composite torsion member consists of two solid shafts joined at flange B. Shafts (1) and (2) are kN-m T1 attached to rigid supports at A and C, respectively. kN-m A concentrated torque T is applied to flange B in the direction shown. Determine the internal torques and shear stresses in each shaft. Also, determine the rotation angle of flange B. T2 MPa MPa ((Use the sign convention detailed in the fourth rad scene of this movie for internal torques and rotation angles.) PB I| || || I| |||| Shaft properties

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.2.11P: The figure shows an idealized structure consisting of an L-shaped rigid bar structure supported by...

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