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GIVEN: Circular steel hollow tube with a constant torque (T) =2000 in-lb: Outer Radius = 2,5 in Inner Radius = 2.0 in. Length = 4 feet Gsteel = 12 x 106 psi Esteel = 30 x 106 psi REQ’D: A) Maximum torsional shear stress B) Angle of twist at the free end (relative to the fixed end)

GIVEN: Circular steel hollow tube with a constant torque (T) =2000 in-lb: Outer Radius = 2,5 in Inner Radius = 2.0 in. Length = 4 feet Gsteel = 12 x 106 psi Esteel = 30 x 106 psi REQ’D: A) Maximum torsional shear stress B) Angle of twist at the free end (relative to the fixed end)

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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GIVEN: Circular steel hollow tube with a constant torque (T) = 2000 in-lb: Outer Radius = 2,5 in Inner Radius = 2.0 in. Length = 4 feet Gsteel = 12 x 10° psi Eseel = 30 x 10° psi REQ'D: A) Maximum torsional shear stress B) Angle of twist at the free end (relative to the fixed end)
Transcribed Image Text:GIVEN: Circular steel hollow tube with a constant torque (T) = 2000 in-lb: Outer Radius = 2,5 in Inner Radius = 2.0 in. Length = 4 feet Gsteel = 12 x 10° psi Eseel = 30 x 10° psi REQ'D: A) Maximum torsional shear stress B) Angle of twist at the free end (relative to the fixed end)
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