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exam091710 - Clarkson University

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ME 341 Mechanics of Machine Elements <br />

<strong>Clarkson</strong> <strong>University</strong>, Fall 10', Prof. Yurgartis <br />

First Hour Exam 9/ 1711 0 (Exam 112) <br />

Open textbook, closed notes. Good luck!<br />

Short answer questions (8 pts each)<br />

1. Why are factors of safety used in design, and where do the values come from<br />

2. Do the stress elements shown below have the same state of stress Explain your<br />

answer.<br />

3. Give three distinct conditions when the equation Me/I may fail to give a COlTect<br />

estimate of the bending stress in a beam.<br />

4. If minimum weight is an important criteria in a design, explain how the equation<br />

for shear stress in a round beam subjected to torsion, Tr/J, suggests that a hollow<br />

round shaft will be more efficient at transmitting torque than a solid round shaft.<br />

5. Draw a stress element oriented in the principle axes direction, and show the<br />

principle stresses associated with a general case ofplane stress.<br />

Problem 1. (35 pts.) A chain-driven transmission shaft is shown in Figure 1. Previous<br />

analysis has estimated at a steady speed the chain force is about 360 lbs. The end of the<br />

shaft drives a belted pulley. The belt return tension is about 10% of the drive side<br />

tension. You may assume the bearings act as simple supports. Given the dimensions<br />

shown,<br />

I. Draw a shear and moment diagram for the shaft.<br />

2. Identify where along the length of the shaft the stresses are greatest and draw a<br />

stress element to show the direction and magnitude of all the non-zero stress<br />

components.<br />

Problem 2. (25 pts.) A thin-walled pressurized cylinder has an internal gage pressure of<br />

125 psi., as shown in Figure 2. An engineer is contemplating putting an inspection port<br />

(a "hole") in about the center of the cylinder.<br />

1. Without the hole, estimate the current maximum shear stress in the wall.<br />

2. Discuss briefly the stress implications of putting a hole in the wall.


¢ . ~oo<br />

D<br />

t ~<br />

.\5<br />

d. ::- (2.<br />

...<br />

¢ t .O rOF-1<br />

12.5 ps,­<br />

, . ,<br />

'-'


Exam 112, Problem 1 solution<br />

From a FBD of the sprocket it is determined that the torque transmitted by the shaft is 750<br />

in-lb.<br />

T := 360· 1.5 T = 540<br />

From a FBD of the pulley is is determined that.<br />

0 := I T = 540+ (.18)( 3)-8·3•<br />

2.00<br />

S-'tO<br />

8 := 200 so Rd := 220<br />

From the FBD of the shaft it can be determined that,<br />

Rc := 380 and Ra := 200 M<br />

So the bending moment at bearing Cis:<br />

And the bending moment at the gear B is Mb := 360· 1<br />

Therefore the largest bending stress will be at the bearing C.<br />

The cross section properties of the shaft are,<br />

4<br />

.6 1 : = _TI-,(_c·_2'--)<br />

c := - I = 0.006362 J := J·2 J = 0.0 13<br />

2 64<br />

The stresses at bearing C caused by the bending moment and the torque are ,<br />

T· c <br />

T xy := -J­<br />

T xy = 12732<br />

CT = 20749<br />

X<br />

12. -r~z..


Problem 2, exam 112<br />

Th is is a thin walled pressure cyl inder <br />

t := .15 <br />

p := 125 <br />

3 <br />

(Jt = 5.063 x 10 <br />

The longitudinal stress is tensile, but smaller than the tangential stress (about half), so<br />

3 <br />

T max = 2 .53 1 x 10 <br />

Putting a hole in the wall will cause a stress concentration, on the order of 3.

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