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Determine the largest torque T which may be applied to end of the solid bar which is shown in the diagram below, knowing that the maximum allowable shear stress = 107MPa and G = 40GPa. Provide your answer in kNm with precision to two decimal points. 40 mm TABLE 3.1. Coefficients for Rectangular Bars in Torsion a/b C₁ C₂ 1.0 0.208 0.1406 1.2 0.219 0.1661 60 mm 1.5 0.231 0.1958 2.0 0.246 0.229 2.5 0.258 0.249 3.0 0.267 0.263 4.0 0.282 0.281 5.0 0.291 0.291 Z 10.0 0.312 0.312 8 0.333 0.333

Determine the largest torque T which may be applied to end of the solid bar which is shown in the diagram below, knowing that the maximum allowable shear stress = 107MPa and G = 40GPa. Provide your answer in kNm with precision to two decimal points. 40 mm TABLE 3.1. Coefficients for Rectangular Bars in Torsion a/b C₁ C₂ 1.0 0.208 0.1406 1.2 0.219 0.1661 60 mm 1.5 0.231 0.1958 2.0 0.246 0.229 2.5 0.258 0.249 3.0 0.267 0.263 4.0 0.282 0.281 5.0 0.291 0.291 Z 10.0 0.312 0.312 8 0.333 0.333

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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Determine the largest torque T which may be applied to end of the solid bar which is shown in the diagram below, knowing that the maximum allowable shear stress = 107MPa and G = 40GPa. Provide your answer in kNm with precision to two decimal points. B 40 mm TABLE 3.1. Coefficients for Rectangular Bars in Torsion a/b C₁ C₂ 1.0 0.208 0.1406 1.2 0.219 0.1661 60 mm 1.5 0.231 0.1958 2.0 0.246 0.229 2.5 0.258 0.249 3.0 0.267 0.263 4.0 0.282 0.281 5.0 0.291 0.291 N 10.0 0.312 0.312 مة 0.333 0.333
Transcribed Image Text:Determine the largest torque T which may be applied to end of the solid bar which is shown in the diagram below, knowing that the maximum allowable shear stress = 107MPa and G = 40GPa. Provide your answer in kNm with precision to two decimal points. B 40 mm TABLE 3.1. Coefficients for Rectangular Bars in Torsion a/b C₁ C₂ 1.0 0.208 0.1406 1.2 0.219 0.1661 60 mm 1.5 0.231 0.1958 2.0 0.246 0.229 2.5 0.258 0.249 3.0 0.267 0.263 4.0 0.282 0.281 5.0 0.291 0.291 N 10.0 0.312 0.312 مة 0.333 0.333
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