B C 2 m -1m-1m- For the shaft and loading shown, consider the n-n section. (a) Bending moment in section n-n |M| its absolute value in N.m units, (b) the absolute value of the normal stress in the x-axis direction at point A of the n-n section |ox| In MPa units, (c) the absolute value of the maximum shear stress at point A of the n-n section |umax| Specify in MPa units. The shaft is solid and has a diameter of 30 mm. Bearings only support vertical reaction forces. Take the value of P1 in the question as 21 N and the value of P2 as 187 N. Point A is at the bottom of the shaft.

B C 2 m -1m-1m- For the shaft and loading shown, consider the n-n section. (a) Bending moment in section n-n |M| its absolute value in N.m units, (b) the absolute value of the normal stress in the x-axis direction at point A of the n-n section |ox| In MPa units, (c) the absolute value of the maximum shear stress at point A of the n-n section |umax| Specify in MPa units. The shaft is solid and has a diameter of 30 mm. Bearings only support vertical reaction forces. Take the value of P1 in the question as 21 N and the value of P2 as 187 N. Point A is at the bottom of the shaft.

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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