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Texas A&M University College of Engineering

Uncategorized

5.10

Posted on July 27, 2021 by Abigail Stason

 MOR/LP

Date: 11/10/10                                   Time: 15:32:36
                     C:\PROGRA~3\MOR\5-10.lp

                        MODEL DESCRIPTION
      ****************************************************

Min Z = 5WA + 10WB +10WC +20XA +30XB +20XC +5YA + 8YB +12YC
ST WA + XA + YA = 45
   WB + XB + YB = 50
   WC + XC + YC = 20

   WA + WB + WC = 35
   XA + XB + XC = 40
   YA + YB + YC = 40
      ****************************************************

Simplex Method

                            ^^^ Optimal Solution ^^^

Z               =   1345.0000
WA              =     25.0000
WB              =     10.0000
WC              =      0.0000
XA              =     20.0000
XB              =      0.0000
XC              =     20.0000
YA              =      0.0000
YB              =     40.0000
YC              =      0.0000


Compile time:     0.00 (Secs.)
Run time    :     0.00 (Secs.)

Filed Under: Uncategorized

5.6

Posted on July 27, 2021 by Abigail Stason

MIN Z = 10X11+15X12+20X13+12X21+10X22+16X23+15X31+7X32+22X33+20X41+22X42+24X43

ST
X11+X21+X31+X41>=1000
X12+X22+X32+X42>=3000
X13+X23+X33+X43>=2000

X11+X12+X13<=2000
X21+X22+X23<=1000
X31+X32+X33<=2000

Filed Under: Uncategorized

5.5

Posted on July 27, 2021 by Abigail Stason

                             MOR/LP

Date: 10/12/00                                   Time: 16:40:50
                         d:\junk\5-05.lp

                        MODEL DESCRIPTION
      ****************************************************

          Max Z = 250 X1 + 300 X2 + 325 X3
 
          ST      1000X1 + 1400X2 + 1600X3 <= 100000
                    10X1 +   12X2 +   13X3 <=   1200
                    20X1 +   24X2 +   26X3 <=   2500
              
                             3x3 - x1 - x2 >= 0

   Allinteger
   Boundonsum = 150
      ****************************************************


Gomory Cut - Mixed Integer Linear Programming





                            ^^^ Optimal Solution ^^^



Integer solution has been obtained
Z               =  23249.9999
X1              =     62.0000
X2              =      2.0000
X3              =     22.0000
 Slack2         =    270.0000
 Slack3         =    640.0000
 Surpl4         =      2.0000


Compile time:     0.06 (Secs.)
Run time    :     0.00 (Secs.)

Filed Under: Uncategorized

5.3

Posted on July 27, 2021 by Abigail Stason

                             MOR/LP

Date: 10/12/00                                   Time: 16:49:37
                         d:\junk\5-03.lp

                        MODEL DESCRIPTION
      ****************************************************

min z = 8xas + 16xbs

st

       0.2  xas + 0.3 xbs >= 20 
       0.14 xas + 0.5 xbs >= 29 
       0.25 xas + 0.2 xbs >= 20 

"Not needed, but nice to have calculated for you:"

       coarsegravel - 0.2xas - 0.3xbs = 0
       finegravel - 0.14xas - 0.5xbs  = 0
       sand - 0.25xas - 0.2xbs        = 0




      ****************************************************


Simplex Method





                            ^^^ Optimal Solution ^^^

Z               =   1080.4124
XAS             =     43.2990
XBS             =     45.8763
COARSEGRAVEL    =     22.4227
FINEGRAVEL      =     29.0000
SAND            =     20.0000
 Surpl1         =      2.4227


Compile time:     0.00 (Secs.)
Run time    :     0.00 (Secs.)

Filed Under: Uncategorized

5.2

Posted on July 27, 2021 by Abigail Stason

                             MOR/LP

Date: 10/12/00                                   Time: 16:49:14
                         d:\junk\5-02.lp

                        MODEL DESCRIPTION
      ****************************************************

max z = 9a+8b+6c+5d+2e
st
5a+4b+3c+2d+e<=5
allinteger


      ****************************************************


Gomory Cut - Mixed Integer Linear Programming





                            ^^^ Optimal Solution ^^^



Integer solution has been obtained
Z               =     12.0000
A               =      0.0000
B               =      0.0000
C               =      0.0000
D               =      2.0000
E               =      1.0000


Compile time:     0.00 (Secs.)
Run time    :     0.00 (Secs.)

Filed Under: Uncategorized

5.1

Posted on July 27, 2021 by Abigail Stason

                       MOR/LP

Date: 10/12/00                                   Time: 16:48:33
                         d:\junk\5-01.lp

                        MODEL DESCRIPTION
      ****************************************************


min z = x11+2x12+1.5x21+1.25x22
st
x11+x12<=29
x21+x22<=43
x11+x21>=50
x12+x22>=22
x21>=21
x12<=10


      ****************************************************


Simplex Method





                            ^^^ Optimal Solution ^^^

Z               =     88.0000
X11             =     29.0000
X12             =      0.0000
X21             =     21.0000
X22             =     22.0000
 Slack6         =     10.0000


Compile time:     0.00 (Secs.)
Run time    :     0.00 (Secs.)

Filed Under: Uncategorized

Lowery’s Old 322 Exams

Posted on July 27, 2021 by Abigail Stason

Please note that this course changes from year to year. This year we may have economics on Quiz A, while last year Quiz A may have covered optimization. Sometimes, material is completely removed from the course and something else takes its place. For example, PERT and critical path methods were removed from 322 when engineering economics was added. Thus, don’t get upset if you never heard of something you see on one of these old quizzes. It’s possible that we just no longer cover it, or that we will cover it on a different exam.

Of highest importance to your continued use of this material:  Please do not bring any of these problems by my office and ask me to solve them for you, or they will be immediately removed from distribution. You can take them to the tutor or to your friends, but I simply do not have time for each of you to individually bring each of  these problems by my office and solve them for you. There simply is not enough time during the semester to have each of you come by with each problem and ask that you be shown how to work it individually. No way. I am happy to let you see my old exams, such as they are, to determine the types of problems I gave in the past, and you are welcome to get together and work them out. But the first person who asks me anything about any one of these exams will cause this resource to immediately disappear.

Grading Example – read this for an example of how your papers are graded

Summer of 1996

  • Quiz A©
  • Quiz B©
  • Final©

Fall of 1996

  • Quiz A©
  • Quiz B©
  • Final©

Spring of 1997

  • Quiz A©
  • Quiz B©
  • Final©

Fall of 1997

  • Quiz A©
  • Quiz B©
  • Final©

Spring of 1998

  • Quiz A©
  • Quiz B©
  • Final©

Fall of 1998

  • Quiz A©
  • Quiz B©
  • Final©

Spring of 1999

  • Quiz A©
  • Quiz B©
  • Final©

Summer of 1999

  • Quiz A©

Fall of 1999

  • Quiz A©
  • Quiz B©
  • Final©

Spring of 2000

  • Quiz A©
  • Quiz B©
  • Final©

Summer of 2000

  • Quiz A©
  • Quiz B©
  • Final©

Fall of 2000

  • Quiz A©
  • Quiz B©
  • Final©
Spring of 2001

  • Quiz A©
  • Quiz B©
  • Final 1©
  • Final 2©

Summer of 2001

  • Quiz A©
  • Quiz B©
  • Final©

Fall of 2001

  • Quiz A©
  • Quiz B©
  • Final 1©
  • Final 2©

Spring of 2002

  • Quiz A©
  • Quiz B©
  • Final 1©
  • Final 2©

Summer of 2002

  • Quiz A©
  • Quiz B©
  • Final©

Fall of 2002

  • Quiz A©
  • Quiz B©
  • Final 1©
  • Final 2©

Spring of 2003

  • Quiz A©
  • Support for Quiz A©
  • Quiz B©
  • Final©

Summer of 2003

  • Quiz A©
  • Quiz A Solution©
  • Quiz B©
  • Quiz B Solution©
  • Final©
  • Final Solution©

Fall of 2003

  • Quiz A©
  • Quiz A Solution©
  • Quiz A Makeup©
  • Quiz B©
  • Quiz B Solution©
  • Final 1©
  • Final 2©

Spring of 2004

  • Quiz A©
  • Quiz A Solution©
  • Quiz B1©
  • Quiz B2©
  • Quiz B1, B2 Solution©
  • Finals and Solutions©

Summer of 2004

  • Quiz A Solution©
  • Quiz B Solution©
  • Final Solution©

Fall of 2004

  • Quiz A Solution©
  • Quiz B Solution©
  • Pop quiz 501©
  • Pop quiz 502left©
  • Pop quiz 502right©
  • Final Solution©

Spring of 2005

  • Quiz A Solution©
  • Quiz B Solution©
  • Final 1 Solution©
  • Final 2 Solution©

Summer of 2005

  • Quiz A©
  • Quiz B©
  • Final©

Fall of 2005

  • Quiz A©
  • Quiz B©
  • Final©

Spring of 2006

  • Quiz A©
  • Quiz B©
  • Final©

Summer of 2006

  • Quiz A©
  • Quiz B©
  • Final©

Fall of 2006

  • Quiz A©
  • Quiz B©
  • Final©

Spring of 2007

  • Quiz A©
  • Quiz B©
  • Final©

Summer of 2007

  • Quiz A©
  • Quiz B©
  • Final©

Summer of 2008

  • Quiz A©
  • Quiz B©
  • Final©

Spring of 2009

  • Quiz A©
  • Quiz B©
  • Final©

Summer of 2009

  • Quiz A©
  • Quiz B©
  • Final©

Summer of 2010

  • Quiz A©
  • Quiz B©
  • Final©

Fall of 2010

  • Quiz A Gift
  • Quiz A©
  • Quiz B©
  • Final©

Fall of 2012

  • Quiz A©
  • Quiz B©
  • Final©

Fall of 2013

  • Quiz A©
  • Quiz B©
  • Final©

Fall of 2014

  • Quiz A©
  • Quiz B©
  • Final©

Fall of 2015

  • Quiz A©
  • Quiz B©
  • Final©

Fall of 2020

  • Quiz A© Note: Different quizzes had different values (perhaps 12% vs 20%) so if your quiz had any different numbers, just replace them with yours.
  • Quiz B©
  • Final©

Filed Under: Uncategorized

CVEN 305-501 & 502 Syllabus – 2017

Posted on July 27, 2021 by Abigail Stason

MECHANICS OF MATERIALS
Spring 2017 – C.E. Room 110
502 – MWF 8:00 am – 8:50 am – CRN: 10671
501 – MWF 9:10 am – 10:00 am – CRN: 10670

Office: CEOB (was CE/TTI), Room 701c
Phone: 979-845-4395 (Office), 979-775-5401 (Home)
e-mail: 
Lowery@tamu.edu

Office Hours:

NOTE: Office hours listed below are subject to change.  Please call before dropping by.  Do not wait until the day before an exam for help, unless the tutors have office hours and can help you on that day.  Plan to see me earlier in the week.

  • Click here for my office hours

It will always be in your best interest to call to make sure I have not been unexpectedly called out before you come by, unless you are already in the area.

Click here to activate your text, and for other information peculiar to this class.

Help Desk:  Tutoring hours for help in the class can be found here.

To get to the help desk in the CE Building, go to the basement and turn left, then it’s down the hall on the right.  Room 023 in the old 2 story CE Building.

Textbook: The textbook is excellent – one of the best, but you need only the computer-graded homework part.   An electronic version of the text is included with that.  See the syllabus below.

  • Beer, Ferdinand P., E. Russell Johnston, Jr., John T. DeWolf, and David F. Mazurek. Mechanics of Materials. 7th Edition. McGraw-Hill.


Stress/deformation relationships for continuous media to structural members; axially loaded members; thin-walled pressure vessels; torsional and flexural members; shear; moment; deflection of members; combined loadings; stability of columns; non-symmetrical bending, shear center; indeterminate members; elastic foundations. Prerequisite: satisfactory completion of CVEN 221 or equivalent (Statics).
Catalog Description:

Course Objectives:

  • To introduce students to applications of stress and deformation relationships for structural members subjected to axial, torsional, and bending loads, and thin-walled pressure vessels.  Students will study stress and deformation of structural members under combined loadings, stability of columns, nonsymmetrical bending, including indeterminate members.

Course Prerequisites:

To take CVEN 305, you must have been admitted to upper level in Civil Engineering, and have received a passing grade (no D’s, F’s or I’s) in CVEN 221 or MEEN 221 or equivalent, and completed MATH 251.

Course Assessment:

  • Graded weekly exams: Weekly quizzes 1 through around 15, more or less, depending on how many we take.  They comprise 60% of your final grade
  • Graded homework assignments, Readiness Assessment Tests (RATs, in-class pop tests), Class Participation, Attendance, Projects (all of equal value unless stated otherwise at the time of assignment) 10% of final grade
  • Final exam: 30% of final grade

Syllabus Information:

  • Homework questions and answers
  • Format for Exams and Quizzes
  • Where to get help for 305
  • Grading
  • Major exams
  • Make-up exams
  • Attendance
  • Illness
  • Academic Dishonesty Policy
  • Finally, click here!

Resources available to the student:

  • Breaking news – FAQ
  • Instructor of record: Dr. Lee L. Lowery, Jr.
  • TA Help Desk Schedule
  • Help with logging into the McGraw Hill website, or any other problems
  • eCampus.tamu.edu
  • See Dr. Beason’s excellent videos – password = videos
  • Computer software (Excel, EES)
  • EES (Engineering Equation Solver)  What it is, how to get it, video example on using it, user’s manual, short tutorial
  • Computers in the Civil Engineering Computer Labs
  • Old Exams and this semester’s exam solutions
  • Chances of making what grade in Lowery’s 305 class after Quiz A and after Quiz B (was based on old format of 3 exams/semester)
  • 502(8:00 am)/501(9:10 am) Class Video Lectures and Notes posted during this semester
  • Please note: Use of videos.
  • Tutoring help and use of the solution manual   <—– for 2017 Spring semester
  • Access to the Civil Engineering Apps Server
  • Some good videos on plane stress, principal stresses, Mohr’s circle, failure theories, pressure vessels
  • Typical point deductions you can expect on exams and pop quizzes
  • FAQ: Quick Answers to student questions
  • Class seating Chart
  • Video examples – Strength of materials problems and some by Dr. Beason
  • Equation sheets – Print this out and bring it on Wednesdays, and for the final exam.  Note that I put everything you asked on this sheet for the exams.  If something is missing that you think you will need, it is your responsibility to ask that it be added.

The correct time (to the nanosecond)

Course Schedule:

Weekly minor exams:  Weekly quizzes, when given, will be given during the last half of Wednesday’s class (not always, but be prepared).  You may bring a copy of the 305 equation sheet attached here.

NOTES ON YOUR HOMEWORK:
The homework assignments may have to be modified from that shown below, depending on our progress during the semester.  Please check the list for changes each day before you work them.  Also note that you MUST submit your answers before the deadline due date stated.

Notes on required viewing of videos:

Quite a few of the homework problems normally assigned in this class have been dropped and replaced in favor of viewing some videos before coming to class.  These video assignments can be accessed by going to http://ceprofs.civil.tamu.edu/lbeason/Password.html.  The password is “videos”.  They are also listed in the Video column below.  In each case, you should print out the notes, and then view the videos that follow the notes.  Again, in my case I have to use Firefox to view the videos.  I am told Chrome also works.  IE may work for you if Flash works on your computer.  If you get Flash here BE SURE to unclick their “Optional Offer” trash before installing it.

Week Textbook Reading Assignments

Video Viewing Assignments

NOTE:  These are just a better listing of the videos.  You must use the link here to get to them: Click here!

Lowery’s version of the
305 Video List by Week

 

1) 1/18 – 1/23 Sections 1.1, 1.2, 1.2A, 1.2B, 1.2C, 1.2D, 1.2E, 1.3, 1.4, 1.5, 1.5A, 1.5B, 1.5C, 1.5D Statics Review Sheets – print out sheets, plus view the following 4 videos.
Axial Stress Sheets – print out sheets, plus view the following 4 videos.
Uniform Bearing Stress – print out sheets, plus view the following 2 videos.
Uniform Shearing Stress – print out sheets, plus view the following 3 videos.
Pinned Axial Member – print out sheets, plus view the following 5 videos.  This will be the same format from now on.
2) 1/25 – 1/30

Sections 2.1, 2.1A, 2.1B, 2.1C, 2.1D, 2.1E,2.1F, 2.1G, 2.2

 

Stresses on Oblique Planes
General State of Stress
Plane Stress
Analysis and Design
Factor of Safety
LRFD
Axial Loads
3) 2/1 – 2/6

Sections 2.3, 2.4, 2.5, 2.7, 2.10, 2.11

 

Indeterminate Axial Load Indeterminate Superposition Axial Temperature Axial Load
Poisson’s Ratio
4) 2/8 – 2/13

Sections 3.1A, 3.1B, 3.1C, 3.2, 3.3

At this juncture, students are strongly encouraged to study Appendix A thoroughly.

Hooke’s Law
Shearing Stress
Complete Hooke’s Law
St. Venant’s Stress Concentration
Torsion

5) 2/15 – 2/20

 

Sections  3.3 3.4, 3.5

 

Angle of Twist
Axial Torsion Analogy
Torsion Example Problem
Gear Relationships
Composite Shaft Problem
Fixed Shaft Problem
Power
6) 2/22 – 2/27

Sections  4.1, 4.1A, 4.1B, 4.2, 4.3, 4.4

 

Stress Concentrations
Flexure Derivation
7) 3/1 – 3/6

Sections  4.5, 4.7, 4.8, 4.9

 

Composite Beams
Stress Concentration
Planar Eccentricity
8) 3/8 – 3/20

Sections 5.1, 5.2, 5.3

Spring Break in here

Detailed procedure for drawing shear and moment diagrams

Interactive practice drawing shear and moment diagrams

 

Unsymmetric Bending
General Unsymmetric Bending
Shear and Moment Equations
Shear and Moment Rules
   3/13 – 3/17 SPRING BREAK Catch Up and Stay Alive
9) 3/22 – 3/27

Sections 6.1, 6.1A, 6.1B, 6.1C, 6.3, 6.4

 

Beam Design
Shearing Stress in Beams
10) 3/29 – 4/3 Sections 7.1, 7.1A, 7.1B, 7.2 Stress Transformation I
11) 4/5 – 4/10

Sections 7.2, , 7.3, 7.47.6

 

Stress Transformation II
Mohr’s circle
12) 4/12 – 4/19

Sections 7.2, , 7.3, 7.47.6

??? 4/18/17 LAST DAY TO
Q-DROP – 5:00 PM ???

Absolute Maximum Stress
Pressure Vessels
Spherical Pressure Vessels Introduction to Beam Deflection Beam Deflection Problem 1
13) 4/21 – 4/26

Sections 9.3, 9.4, 9.4A, 9.4B

 

Beam Deflection Problem 2
Beam Deflection Problem 3 Singularity Function
Singularity Function Problem 1 Singularity Function Problem 2 Singularity Function Problem 3

 

14) 4/28 – 5/2 Sections 10.1, 10.1A, 10.1B, Final Review Column Buckling
     

Final exams held in CE Room 110.

If you have 3 exams on the same day as our final, you can attend the other final listed here.

CLICK HERE TO VERIFY THE FINAL EXAM DATE LISTED BELOW

Final Exams:

305/502
Class 8-8:50 am
Final on
Thu 4th 10-12 am

305/501
Class 9:10-10:00 am
Final on
Fri 5th 8-10 am

 Final Exam
Given in our regular classroom
Closed book
The exam will cover everything in the course, with some emphasis on the last material covered over which you have not seen in one of our weekly quizzes.

You are permitted to bring one 8.5″ x 11″ cheat sheet to the quiz, hand written by you (no copies) on TWO SIDES, no example problems, equations only.  You are also permitted to bring a copy of the equations sheets we developed during the semester.  Click here for a copy.  Finally, you should bring a copy of the F.E. Exam Reference Manual with no notes of any kind written on it.  Click here for a copy.

The Americans with Disabilities Act (ADA) is a federal anti-discrimination statute that provides comprehensive civil rights protection for persons with disabilities. Among other things, this legislation requires that all students with disabilities be guaranteed a learning environment that provides for reasonable accommodation of their disabilities. If you believe you have a disability requiring an accommodation, please contact Disability Services, currently located in the Disability Services building at the Student Services at White Creek complex on west campus or call 979-845-1637. For additional information, visit http://disability.tamu.edu.

The following is the University required Academic Integrity Statement:

“An Aggie does not lie, cheat, or steal or tolerate those who do.”

All syllabi and examinations shall contain a section that states the Aggie Honor Code and refers the student to the Honor Council Rules and Procedures on the web: http://www.tamu.edu/aggiehonor

Filed Under: Uncategorized

Major Exams

Posted on July 27, 2021 by Abigail Stason

305 – Minor Weekly Exams

 For weekly exams you will sit in your assigned seat.  You must block print your name, and include the seat number you are sitting in.  Final exams will use the format listed below.

305 – Final Exams

Don’t get too attached to the seat you regularly sit in during lecture, since this class uses random assigned seating during the final exam.  The exams will have a seat number written on it and as you enter the room you will be handed one at random and shown where your exam seat is located.

If you are left-handed, just tell me and you can immediately go sit in a left-handed seat.  You must then change the seat number on your exam to your new location.

Filed Under: Uncategorized

Comments on Taking Makeup Exams

Posted on July 27, 2021 by Abigail Stason

From: Joe
Sent: Friday, July 10, 2020 3:06 AM
To: Lee Lowery <lowery@tamu.edu>
Subject: Makeup quiz number 6

Good afternoon Dr. Lowery,

My name is Joe and I am in your CVEN 305 class. I have been traveling the last week, but I was expecting to be able to take the quiz this morning. Unfortunately I had some technical issues due to spotty WiFi and wasn’t able to get into the zoom session this morning. Is there anyway I can take the makeup quiz?

Thank you,

Joe@Texas.ag

Joe, and other 305/301 students so affected:

These will always be possible, but you are responsible for letting me know why you missed and if approved, taking a makeup when/if it is offered.  There are just too many students having the same problems for me to track you down.

“When is the next one offered?”   The next makeup offered for anyone I emailed back as eligible for a makeup for Quiz 1 through 6 will be on next Tuesday at 6:30 pm to 7:15 pm.  If you aren’t on that list, I will put you on it based on your comments.

“Will it cover the same material as was on the quiz I missed?”  Not likely.

“Will it be harder than the one I missed?”  Probably.

“How come?”  Because you had a week or so more to study for it than those who took it on time.

“Will it cover material in Quiz 7?”    Not if the last quiz we took was Quiz 6.

L^3

Filed Under: Uncategorized

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