Statics and Mechanics of Materials (5th Edition)
5th Edition
ISBN: 9780134382593
Author: Russell C. Hibbeler
Publisher: PEARSON
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Textbook Question
Chapter 15.2, Problem 24P
Draw the shear and moment diagrams for the shaft, and determine its required diameter to the nearest
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The shaft is supported by a journal bearing at A and a thrust
bearing at B. Determine the normal force, shear force and moment
at a section passing through (a) point C, which is just to right of
bearing at A, and (b) point D, which is just to the left of the Force F2.
Given:
F1 =
= 2.5 kip
F2 = 3 kip
lb
W = 75
ft
-
b = 12 ft
c = 2 ft
a = 6 ft
F2
D
a
b
The electric motor exerts a torque of 800 N- m on the steel shaft ABCD when it is
rotating at a constant speed. The angle of twist between A and D is limited to 1.50 degree. Use
maximum shear = 60 MPa and modulus of rigidity = 77 GPa. Solve its torque for each shaft AB
and BC. And determine the diameter of the Shaft based on strength.
300 N.m
500 N.m
0.4 m
0.6 m
0.3 m
Determine the smallest allowable diameter of the shaft which is subjected to the concentrated forces. The journal bearing at A and B only support vertical forces. The allowable bending stress is σallow= 160 MPa
Bearing A only receives forces in the radial direction of the bearing. Bearing B is a steering bearing and also carries longitudinal loads on the shaft.
F1= 10kN F2=23 kN
L1=420 mm L2= 310mm L3=540mm
Chapter 15 Solutions
Statics and Mechanics of Materials (5th Edition)
Ch. 15.2 - Determine the minimum dimension a to the nearest...Ch. 15.2 - Prob. 2FPCh. 15.2 - Prob. 3FPCh. 15.2 - Determine the minimum dimension h to the nearest...Ch. 15.2 - Prob. 5FPCh. 15.2 - Select the lightest W410-shaped section that can...Ch. 15.2 - The beam is made of timber that has an allowable...Ch. 15.2 - Determine the minimum width of the beam to the...Ch. 15.2 - Determine the minimum width of the beam to the...Ch. 15.2 - The brick wall exerts a uniform distributed load...
Ch. 15.2 - Select the lightest-weight wide-flange beam from...Ch. 15.2 - Prob. 6PCh. 15.2 - Select the lightest-weight wide-flange beam with...Ch. 15.2 - Select the lightest-weight wide-flange beam from...Ch. 15.2 - Select the lightest W360 wide-flange beam from...Ch. 15.2 - Investigate if the W250 58 beam can safely...Ch. 15.2 - The beam is constructed from two boards. If each...Ch. 15.2 - The joists of a floor in a warehouse are to be...Ch. 15.2 - The timber beam has a width of 6 in. Determine its...Ch. 15.2 - The beam is constructed from four boards. If each...Ch. 15.2 - The beam is constructed from two boards. If each...Ch. 15.2 - If the cable is subjected to a maximum force of P...Ch. 15.2 - If the W360 45 wide-flange beam has an allowable...Ch. 15.2 - If P = 800 lb, determine the minimum dimension a...Ch. 15.2 - If a = 3 in. and the wood has an allowable normal...Ch. 15.2 - The beam is constructed from three plastic strips....Ch. 15.2 - If the allowable bending stress is allow = 6 MPa,...Ch. 15.2 - The beam is made of Douglas fir having an...Ch. 15.2 - Select the lightest-weight wide-flange beam from...Ch. 15.2 - Draw the shear and moment diagrams for the shaft,...Ch. 15.2 - Draw the shear and moment diagrams for the shaft,...
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- The solid and hollow shafts are each subjected to the torque T. In each case, sketch the shearstress distribution along the two radial lines.arrow_forwardThe two solid steel shafts are connected by gears C and F and 9 in. 2,5 in. supported by smooth bearings at B, D, and E. The upper shaft is fixed at G. If the shear modulus is G = 11 x 10° ksi, determine the angle of rotation of end A when the torque of 700 lb - ft is аpplied. E 1.75 in. -3 in. 4 ft B 700 lb ft 5 ftarrow_forwardThe shaft is made from a solid steel section AB and a tubular portion made of steel and having a brass core. If it is fixed to a rigid support at A, and a torque of T = 50 lb.ft is applied to it at C, determine the rotation angle that occurs at C relative to A and compute the maximum shear stress and maximum shear strain in the brass and steel. Take Gst = 11500 ksi, Gbr = 5600 Ksi. 3 ft 0.5 in. B 1 in. T = 50 lb•ftarrow_forward
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