Tg = 1200 N-m %3D A Tc = 400 N-m 40 750 mm 30 C 600 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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100%
The two pictures are one question. The question concerns straight of material.
% AE
A 1:EA
Q1: The steel shaft shown in Fig. is subjected to tw
concentrated torques at B and C. If the shear modul
of the steel material G is 80 GPa, determine:
1. The total angle of twist
at the free end at C.
maximum shear strain
Ymax in each segment
shaft AB and BC.
Transcribed Image Text:% AE A 1:EA Q1: The steel shaft shown in Fig. is subjected to tw concentrated torques at B and C. If the shear modul of the steel material G is 80 GPa, determine: 1. The total angle of twist at the free end at C. maximum shear strain Ymax in each segment shaft AB and BC.
% AE
TR = 1200 N-m
Tc = 400 N:m
A
40
B|
750 mm
30
C
600 mm
Transcribed Image Text:% AE TR = 1200 N-m Tc = 400 N:m A 40 B| 750 mm 30 C 600 mm
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