com/webapps/assessment/take/take.jsp?course_assessment_id= 268931_1&course_id3_96861_1&content_id=_2483. Question Completion Status: 8 9 10 11 12 13 14 15 16 17 18 19 20 The 105-mm-diameter steel shaft is subjected to the torques shown. T1 = 12 kN-m, T2 = 3 kN-m, T3 = 2 kN-m. Determine the angle of twist (in degrees) of the end B. Use L1 = 0.89 m., L2 = 0.50 m., L3 = 0.81 m. Shear modulus = 73 GPa. Round off to two decimal places. Input the numerical value only. А D T3 L3 L2 В T2 L1 T1 28°C Light rain

com/webapps/assessment/take/take.jsp?course_assessment_id= 268931_1&course_id3_96861_1&content_id=_2483. Question Completion Status: 8 9 10 11 12 13 14 15 16 17 18 19 20 The 105-mm-diameter steel shaft is subjected to the torques shown. T1 = 12 kN-m, T2 = 3 kN-m, T3 = 2 kN-m. Determine the angle of twist (in degrees) of the end B. Use L1 = 0.89 m., L2 = 0.50 m., L3 = 0.81 m. Shear modulus = 73 GPa. Round off to two decimal places. Input the numerical value only. А D T3 L3 L2 В T2 L1 T1 28°C Light rain

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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