Determine the largest torque T which may be applied to end of the solid bar which isshown in the diagram below, knowing that the maximum allowable shear stress = 107MPaand G = 40GPa. Provide your answer in kNm with precision to two decimal points.B40 mmTABLE 3.1. Coefficients forRectangular Bars in Torsiona/bC₁C₂1.00.2080.14061.20.2190.166160 mm1.50.2310.19582.00.2460.2292.50.2580.2493.00.2670.2634.00.2820.2815.00.2910.291N10.00.3120.312مة0.3330.333

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

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

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

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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