55 mm (71) allow = 100MPa 14.37 x10° mm (12) allow 60 MPa %3D 40 GPa (1) 70 mm 37.71 x10° mm 75 GPa C2 = (2) G2 %3D 3100 mm 3700 mm A composite torsion member consists of two solid shafts joined at flange B. Shafts (1) and (2) are kN-m attached to rigid supports at A and C, respectively. MPa Using the allowable shear stresses indicated on the sketch, determine the maximum torque T that may be applied to flange B in the direction shown. Determine the shear stress in each shaft and the MPa |t2| rad PB rotation angle of flange B at the maximum torque. Enter 1st 2nd 3rd (Use the rotation angle sign convention detailed in the fourth scene of this movie.) attempt I| || || I| || || Shaft properties
55 mm (71) allow = 100MPa 14.37 x10° mm (12) allow 60 MPa %3D 40 GPa (1) 70 mm 37.71 x10° mm 75 GPa C2 = (2) G2 %3D 3100 mm 3700 mm A composite torsion member consists of two solid shafts joined at flange B. Shafts (1) and (2) are kN-m attached to rigid supports at A and C, respectively. MPa Using the allowable shear stresses indicated on the sketch, determine the maximum torque T that may be applied to flange B in the direction shown. Determine the shear stress in each shaft and the MPa |t2| rad PB rotation angle of flange B at the maximum torque. Enter 1st 2nd 3rd (Use the rotation angle sign convention detailed in the fourth scene of this movie.) attempt 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 11.6.13P: A pinned-end column with a length L = 18 ft is constructed from a W12 x 87 wide-flange shape (sec...
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