A solid circular bar is fixed at point A. The bar is subjected to transverse load V = 185 N and torque T = 2.9 N. m. at point B. The bar has a length L = 1.5 m and diameter d = 8 mm. Z %₂ = Tmax= h2 B x @ Calculate the principal normal stresses and the maximum shear stress at element 2 located at the side of the bar at fixed end A (see figure). Assume that element 2 is a sufficient distance from support A so that stress concentration effects are negligible. (Enter your answers in MPa. For the normal stresses, use the deformation sign convention. For the shear stress, enter the magnitude. Assume that the structure behaves linearly elastically and that the stresses caused by two or more loads may be superimposed to obtain the resultant stresses acting at a point. Consider both in-plane and out-of-plane shear stresses unless otherwise specified.) MPa MPa MPa

A solid circular bar is fixed at point A. The bar is subjected to transverse load V = 185 N and torque T = 2.9 N. m. at point B. The bar has a length L = 1.5 m and diameter d = 8 mm. Z %₂ = Tmax= h2 B x @ Calculate the principal normal stresses and the maximum shear stress at element 2 located at the side of the bar at fixed end A (see figure). Assume that element 2 is a sufficient distance from support A so that stress concentration effects are negligible. (Enter your answers in MPa. For the normal stresses, use the deformation sign convention. For the shear stress, enter the magnitude. Assume that the structure behaves linearly elastically and that the stresses caused by two or more loads may be superimposed to obtain the resultant stresses acting at a point. Consider both in-plane and out-of-plane shear stresses unless otherwise specified.) MPa MPa MPa

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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