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CLO 1: Use G = 11.6 x 103 ksi for the circular shafts. Determine the maximum torsional shear stress at shaft AB in ksi. 12.5 k-in. 9.8 k-in. 9.2 k-in. [3.5 in. |2.75 in. | 2.5 in. A -25 in. -25 in.– -25 in.- 4.071 2.989 4.670 3.742

CLO 1: Use G = 11.6 x 103 ksi for the circular shafts. Determine the maximum torsional shear stress at shaft AB in ksi. 12.5 k-in. 9.8 k-in. 9.2 k-in. [3.5 in. |2.75 in. | 2.5 in. A -25 in. -25 in.– -25 in.- 4.071 2.989 4.670 3.742

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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CLO 1: Use G = 11.6 x 103 ksi for the circular shafts. Determine the maximum torsional shear stress at shaft AB in ksi. 12.5 k-in. 9.8 k-in. 9.2 k-in. [3.5 in. |2.75 in. |2.5 in. A -25 in. -25 in.- -25 in.– 4.071 2.989 4.670 3.742
Transcribed Image Text:CLO 1: Use G = 11.6 x 103 ksi for the circular shafts. Determine the maximum torsional shear stress at shaft AB in ksi. 12.5 k-in. 9.8 k-in. 9.2 k-in. [3.5 in. |2.75 in. |2.5 in. A -25 in. -25 in.- -25 in.– 4.071 2.989 4.670 3.742
CLO 1: Use G = 11.6 x 103 ksi for the circular shafts. Determine the angle of twist in radians at end D with respect to support A. 12.5 k-in. 9.8 k-in. 9.2 k-in. |3.5 in. |2.75 in. |2.5 in. D A B ↑ - 25 in.→ - 25 in.– 25 in.- 0.017 0.021 0.974 1.203
Transcribed Image Text:CLO 1: Use G = 11.6 x 103 ksi for the circular shafts. Determine the angle of twist in radians at end D with respect to support A. 12.5 k-in. 9.8 k-in. 9.2 k-in. |3.5 in. |2.75 in. |2.5 in. D A B ↑ - 25 in.→ - 25 in.– 25 in.- 0.017 0.021 0.974 1.203
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