Final Exam Problem Set for Statistics | E M 306, Exams of Statics

Material Type: Exam; Professor: Landis; Class: STATICS; Subject: Engineering Mechanics; University: University of Texas - Austin; Term: Spring 2010;

Typology: Exams

Pre 2010

Uploaded on 05/22/2010

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EM 306 – Statics FINAL EXAM Spring 2010 - Landis
Name
EID
Unique Number
Instructions: Correctly drawn and labeled free body diagrams are required for all
problems with equilibrium analyses. Show all of your work. Place a box around your
final answers and include units. Do all of your work on separate sheets of paper.
Nothing written directly on the test sheet will be graded.
Problem 1. Determine the reactions at O
required to maintain equilibrium when
!=60
!
. The spring is unstretched when
!=90
!
. Note that the distances are given in
feet but the spring stiffness is given in pounds
per inch. You need to convert one or the
other using the fact that there are 12 inches in
one foot. (20 points)
Problem 2. For the semi-circular area of
radius R, determine: (a) the location of the
centroid using integration methods, (b)
I
x
and
I
y
using integration methods, and (c)
I
x
and
I
y
using the parallel axis theorem.
(20 points)
dA =r dr d!
in polar coordinates
sin
2
!d!
0
"
!
=cos
2
!d!
0
"
!
="
2
pf3
pf4
pf5

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EM 306 – Statics FINAL EXAM Spring 2010 - Landis Name EID Unique Number Instructions: Correctly drawn and labeled free body diagrams are required for all problems with equilibrium analyses. Show all of your work. Place a box around your final answers and include units. Do all of your work on separate sheets of paper. Nothing written directly on the test sheet will be graded. Problem 1. Determine the reactions at O required to maintain equilibrium when ! = 60!^. The spring is unstretched when ! = 90!^. Note that the distances are given in feet but the spring stiffness is given in pounds per inch. You need to convert one or the other using the fact that there are 12 inches in one foot. (20 points) Problem 2. For the semi-circular area of radius R , determine: (a) the location of the centroid using integration methods, (b) I (^) x and I (^) y using integration methods, and (c) I (^) x and I (^) y using the parallel axis theorem. (20 points) dA = r dr d! in polar coordinates sin 2 !d! 0 "

! =^ cos^

2 !d! 0 "

! =^

EM 306 – Statics FINAL EXAM Spring 2010 - Landis Problem 3. The uniform bar has weight W and length l. The coefficient of static friction between the bar and the walls is 0.25. Determine the minimum angle_!_ that can be imposed before the bar starts to slip. (20 points) Problem 4. When the crank OC is horizontal, the force in the spring is zero. The masses m 1 and m 2 are both 10 kg. Determine the moment M required for equilibrium of the system when_!_ = 40!^. Note the units used to describe the spring stiffness and the lengths. (20 points) Problem 5. Determine the internal forces and bending moment at a section half way between points D and F. (20 points)

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