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Problem 4 A stepped steel (G=80 GPa) shaft (all solid rod) has the dimensions and is subjected to the torques shown below. 35 kN-m Determine (1) The maximum shear stress 160 mm 100 kN-m (2) The rotation of a section 2m with respect to wall A (3) The rotation of a section C (2.5m) with respect to wall A (4) The rotation of a section D (4.5m) with respect to wall A 20 kN-m 100 mm 50 mm 1.5 m (5) The rotation of the section at the right end E with 5kN-m respect to wall A 2 m 0.5 m

Problem 4 A stepped steel (G=80 GPa) shaft (all solid rod) has the dimensions and is subjected to the torques shown below. 35 kN-m Determine (1) The maximum shear stress 160 mm 100 kN-m (2) The rotation of a section 2m with respect to wall A (3) The rotation of a section C (2.5m) with respect to wall A (4) The rotation of a section D (4.5m) with respect to wall A 20 kN-m 100 mm 50 mm 1.5 m (5) The rotation of the section at the right end E with 5kN-m respect to wall A 2 m 0.5 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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Problem 4 A stepped steel (G=80 GPa) shaft (all solid rod) has the dimensions and is subjected to the torques shown below. 35 kN-m Determine (1) The maximum shear stress 160 mm 100 kN-m (2) The rotation of a section 2m with respect to wall A (3) The rotation of a section C (2.5m) with respect to wall A (4) The rotation of a section D (4.5m) with respect to wall A 20 kN-m 100 mm 50 mm 1.5 m (5) The rotation of the section at the right end E with 5kN-m respect to wall A 2 m 0.5 m
Transcribed Image Text:Problem 4 A stepped steel (G=80 GPa) shaft (all solid rod) has the dimensions and is subjected to the torques shown below. 35 kN-m Determine (1) The maximum shear stress 160 mm 100 kN-m (2) The rotation of a section 2m with respect to wall A (3) The rotation of a section C (2.5m) with respect to wall A (4) The rotation of a section D (4.5m) with respect to wall A 20 kN-m 100 mm 50 mm 1.5 m (5) The rotation of the section at the right end E with 5kN-m respect to wall A 2 m 0.5 m
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