A bar ABCD has a circular cross section of 75 mm diameter over half its length and 50 mm diameter over the remaining half of its length. A torque of 1 kNm is applied at C midway between B and D as shown in Fig. P.11.4. Sketch the distribution of torque along the length of the bar and calculate the maximum shear stress and the maximum angle of twist in the bar. G=70 000 N/mm². Ans. Tmax = 23.2 N/mm² in CD, 0.38° at C.
A bar ABCD has a circular cross section of 75 mm diameter over half its length and 50 mm diameter over the remaining half of its length. A torque of 1 kNm is applied at C midway between B and D as shown in Fig. P.11.4. Sketch the distribution of torque along the length of the bar and calculate the maximum shear stress and the maximum angle of twist in the bar. G=70 000 N/mm². Ans. Tmax = 23.2 N/mm² in CD, 0.38° at C.
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
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Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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Transcribed Image Text:A bar ABCD has a circular cross section of 75 mm diameter over half its length and 50 mm
diameter over the remaining half of its length. A torque of 1 kNm is applied at C midway
between B and D as shown in Fig. P.11.4. Sketch the distribution of torque along the length
of the bar and calculate the maximum shear stress and the maximum angle of twist in the bar.
G=70 000 N/mm².
Ans. Tmax = 23.2 N/mm² in CD, 0.38° at C.

Transcribed Image Text:50 mm
diameter
1kN m
в
B
75 mm
diameter
1.0 m
0.5 m
0.5 m
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