University of Florida/Egm3520/s13.team1.r4

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Report 4

R4.1

Problem R4.1

Figure from Mechanics of Materials textbook.
Mechanics of Materials: 6th Edition textbook. Authors: F.P BEER, E.R. JOHNSTON, J.T. DEWOLF AND D.F. MAZUREK ISBN:9780077565664.

Problem statement: A motor exerts a torque Tf to shaft FGH attached to a gear with radius rG which in turn applies a torque Td to a gear with radius rD attached to shaft CDE. No slipping occurs between the gears. The Allowable shearing stress in each shaft is 10.5ksi.

Question statement:

What is required diameter of shaft CDE?
What is required diameter of shaft FGH?


Contents taken from Page 157 in the Mechanics of Materials: 6th Edition textbook. Authors: F.P BEER, E.R. JOHNSTON, J.T. DEWOLF AND D.F. MAZUREK ISBN:9780077565664

Givens:
τ=10.5ksi=10,500psi
TF=1200lb*in
rD=8in
rG=3in
τ=TcJ=2Tπc3c=2Tπτ3

(a) Required diameter of shaft CDE

TE=rDrGTF=8in3in(1200lb*in)=3200lb*in
c=2TFπτ3=2(3200lb*in)π(10,500psi)3=0.5789
12d=cd=2c


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(b) Required of diameter shaft FGH

c=2TFπτ3=2(1200lb*in)π(10,500psi)3=0.4175in


dF=2c=2(0.4175in)=0.8349in

R4.2

Question 3.25

Figure from Mechanics of Materials.
Mechanics of Materials: 6th Edition textbook. Authors: F.P BEER, E.R. JOHNSTON, J.T. DEWOLF AND D.F. MAZUREK ISBN:9780077565664.

Problem Statement: Given the diagram of gears A and D connected to rods BC and EF. There is a given torque of 5 kip*in for TC and TF is unknown. The shafts of rods ABC and DEF are solid and their diameters are unknown. Each shaft has an allowable shearing stress of 8500psi

Question Statement:

Using the known values find the required minimum diameter a) of shaft BC and b) shaft EF

Contents taken from Page 158 in the Mechanics of Materials: 6th Edition textbook. Authors: F.P BEER, E.R. JOHNSTON, J.T. DEWOLF AND D.F. MAZUREK ISBN:9780077565664


Givens:
τ=8500psi
TC=5kip*in=5000lb*in


τ=TcJ=2Tπc3c=2Tπτ3

(a) Required diameter of shaft BC

c=2(5000lb*in)π(8500psi)3=0.72079in


d=2cdC=40442in

(b) Required diameter of shaft EF

TF=4in2.5in(5000lb*in)=8000lb*in


c=2TFπτ3=2(8000lb*in)π(8500psi)3=0.84304in


d=2cdF=1.686in

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