Problem 1:Obtain a preliminary design of the shaft by performing the following tasks. Note that forces T=2880N and T;=432 N. The maximum bending moment is atx= 230 mm (point B), and it equals M= 698.3N•m completely reversed, where the torque is constant at 612 N.m at the same point.The shaft material is AISI 1020 CD steel. Take the stress concentration conditions at B to be Shoulderfillet-sharp, with notch radius r=0.6 mm (Table 7-1).y230 mmT,280 mm30-mm dia.TC300 mm250-mm dia.400-mm dia.270 N1800 Na) Sketch a general shaft layout in 2D (x – y axes), including all components and torques, thencalculate all reactions.b) Based on the current shaft dimensions and using only forces at B and C, find the lowest criticalspeed of the shaft.c) Discard the indicated shaft diameter and use DE-Goodman criteria to determine the criticaldiameter of the shaft based on infinite fatigue life with a design factor n of 1.5. (Take the samevalue of endurance limit as that used in part c of this problem).

Given data T1=2880 NT2=432 NMax Bending Moment at x=230 mmM=698.3 N.mTorque constant=612 N.mShaft…

Obtain a preliminary design of the shaft by performing the following tasks. Note that forces T=2880 N and T;=432 N. The maximum bending moment is at x =230 mm (point B), and it equals M = 698.3 N•m completely reversed, where the torque is constant at 612 N.m at the same point. The shaft material is AISI 1020 CD steel. Take the stress concentration conditions at B to be Shoulder fillet-sharp, with notch radius r=0.6 mm (Table 7-1).

Obtain a preliminary design of the shaft by performing the following tasks. Note that forces T=2880 N and T;=432 N. The maximum bending moment is at x =230 mm (point B), and it equals M = 698.3 N•m completely reversed, where the torque is constant at 612 N.m at the same point. The shaft material is AISI 1020 CD steel. Take the stress concentration conditions at B to be Shoulder fillet-sharp, with notch radius r=0.6 mm (Table 7-1).

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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