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Virginia Tech - CEE - 4804
Virginia Tech - CEE - 4804
Virginia Tech - CEE - 4804
Virginia Tech - CEE - 4554
Virginia Tech - CEE - 4554
Virginia Tech - CEE - 3434
VIRGINIA TECH DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING CEE 3434 Design of Steel Structures I Spring Semester 2007Updated 1/17/08Instructor: Office: Phone: e-mail Office Hours: Teaching Assistant: Office: e-mail Office Hours: 1.Vickie Mo
Virginia Tech - CEE - 4534
Virginia TechThe Charles E. Via, Jr., Dept. of Civil and Env. Engr. CEE 4534 - Earth Pressures and Foundations Spring 2008Meeting Time and Place: 8:00 - 9:15 a.m., Tu & Th, Hutcheson 310 Instructor: Michael McGuire Office: 19 Patton Hall Office H
Virginia Tech - CEE - 4554
CEE 4554 Natural Disasters Spring 20081CEE 4554NATURAL DISASTERSSPRING 2008GTA: Thomas Moore ttmoore@vt.edu Ozawa LibrarySYLLABUSInstructor M. Mauldon mauldon@vt.edu; Patton 110; 231-5477 Office Hours: check Instructor's door. Lectures: 2
Virginia Tech - CEE - 4804
CEE 4804 : PROFESSIONAL AND LEGAL ISSUES IN ENGINEERING Fall 2007 M/W @ 4:00 -5:15 p.m. Rob 210Professor: Office: Office Telephone: E-mail: Office Hours: Teaching Assistant: Office: E-mail: Office Hours: Course Objectives:Dr. Anthony D. Songer 11
Virginia Tech - CEE - 4554
2/20/2008ANSWERSNatural DisastersExample Questions for TEST 1Natural Disasters Response and Mitigation Spring 2008 Example Questions for TEST 1Revised Feb 20 20081Natural DisastersA few examplesWhat was the most catastrophic natural dis
Virginia Tech - CEE - 4534
The Charles E. Via, Jr.Department of Civil and Environmental EngineeringMEMORANDUMTO: FROM: DATE: SUBJECT: CEE 4534 Students Michael McGuire September 11, 2007 Solution, Assignment No. 3, CEE 4534 Foundations and Earth PressuresDear CEE 4534 S
Virginia Tech - CEE - 4534
Retaining Wall Stability Computation Sheet 2.05Developed by J. M. Duncan and R.L. Mokwa, October 1998 Revised by B. Yang and J. M. Duncan, May, 2002 Change only those values shown in red. Other cells are locked. Project: Problem 1 Calculated by: Jes
Virginia Tech - CEE - 4534
Virginia Tech - CEE - 4534
Virginia Tech - CEE - 3424
Virginia Tech - CEE - 3424
Virginia Tech - CEE - 3424
Virginia Tech - ESM - 3054
Michigan - GEOSCI - 110
Lecture 7 Thermohaline CirculationThermohaline Circulation Slide 2+3 Slide Slide Slide Slide Slide 4 5 6 7 82/5/2008 2:58:00 PMo Water around freezing seawater gets more salty and more dense Slide 9 o Water comes from equator so water is warm a
UGA - PSYC - 1101
Monday August 27, 2007 Continued on Research in Psychology The Research Process An investigation consists of a sequence of planned steps. We reviewed figure 2.1 (Weiten) Basic investigative steps include: Form a hypothesis, design the study, coll
Michigan - GEOSCI - 110
Lecture 8 Life in the OceanLife in the Ocean Slide 2 Slide Slide Slide Slide Slide Slide o Slide Slide Slide Slide o o 3 4 5 6 7 7 (continued) equator, tropics is low productivity 8 92/7/2008 2:53:00 PM10 11 Temperature and Salinity Important
Michigan - MOVESCI - 111
1. Lecture 6 Notes a. Measuring Energy Transfer i. Measure heat transfer 1. (Calorimetry) b. Measure of Force, Work, Power i. Force = Mass *Accel 1. Newton (N) = kg *m/s^2 ii. Work = Force * Distance 1. Joule iii. Power = Work/time 1. Watt c. More ab
Michigan - MOVESCI - 111
Science and Exercise Physiology"How You Know you Know?"Lecture #1: Science and Exercise PhysiologyV. Katch - University of MichiganWhat is Knowledge? Many meanings to many people Most accepted definition= ConfirmedtheoryLecture #1: Scien
Michigan - MOVESCI - 111
Origins of Exercise Physiology: Where Do We Come From?Earliest Development1. Began in early greece & biblical empires of David and Solomon - 1/6 babies survived birth what is needed to survive2. History of training for the "games", soldiers, wa
Michigan - MOVESCI - 111
Exercise Physiology and Kinesiology Field of study DisciplineLecture #3 Professional Exercise PhysiologyWhat is Kinesiology?Kinesiology is the researched and systematic study of human movement. It is that field of academic inquiry concerned wi
Michigan - MOVESCI - 111
Measurement of Human Energy Expenditure Understand the following: Heat of combustion (Calories) Atwater factors How to measure kCal Quantify energy release in metabolism Quantify food mixture metabolizedLecture #4 Measurement of EnergyWhat
Michigan - MOVESCI - 111
Lecture #5 Notes Identify the high-energy phosphates and discuss their roles in various forms of biological work Describe anaerobic energy release Describe lactate information Describe the Krebs cycle and electron transport Compare energy yield from
Michigan - MOVESCI - 111
Basics of Human Energy Transfer Understand the following: Identify high-energy phosphates Describe anaerobic energy release Describe lactate formation Describe the Krebs cycle and electron transport Compare energy yield from different sourcesL
Michigan - MOVESCI - 111
Evaluating Energy Generating Capacities Capacities of the different energy systems Aerobic Anaerobic Laboratory v Performance testsLecture #6 Evaluating Energy-Gnerating CapacitiesMeasures of Work (Energy)1 foot-pound (ft-lb) = 0.13825 kilo
Michigan - MOVESCI - 111
Movement Science Motor Control Exam Review1. Motor Control: The study of how the body moves or is stabilized in space. 2. Contributions from: a. Galvani- Test on frogs, noticed that electricity applied to frog stimulated twitching. b. Santiago y Ca
E. Michigan - PLSC - 112
Chapter 6Interest GroupsInterests Groups and American GovernmentAn interest group is an organization of people sharing common objectives who actively attempt to influence government policy makers through direct and indirect methods. Interest
E. Michigan - PLSC - 112
Chapter 10Politics & The MediaUnited States Constitution Amendment ICongress shall make no law respecting an establishment of religion, or prohibiting the free exercise thereof; or abridging the freedom of speech, or of the press; or the right
UGA - PSYC - 1101
Wednesday August 29, 2007 The correlation coefficient (r) varies from -1 to +1. The sign tells you the direction of the association. Magnitude indicates the strength (expressed as an absolute value). Descriptive Studies Naturalistic Observations: Obs
E. Michigan - PLSC - 112
Chapter 11CongressThe Structure and Make-Up of CongressApportionment of House Seats Congressional Districts The Requirement of Equal Representation Malapportionment Gerrymandering Minority-majority district Racial gerrymanderingThe House
E. Michigan - PLSC - 112
Chapter 12The PresidencyWho Can Become President?The Constitution, Article II, Section 1 requires that the president must be: A natural born U.S. citizen At least 35 years old A resident of the United States for at least 14 yearsThe most c
Michigan - ENVIRON - 211
THIS IS A SAMPLE PAPER AND SHOULD NOT BE COPIED Plastic Bags, Economics, and Psychology: Contrasting Incentives Commodities that make life in the short run easier, cheaper, and faster are gradually becoming long run environmental hazards. Global warm
Michigan - ME - 211
Z =0.012in = 0.002 6inSince the Material is Confined X = Y = 0Using Generalized Hooke's Law with thermal strainsX =0 = X - 0.35( Y + Z ) + 26 .2 1 Y = [ Y - X - Z ] + T E 1 0= [ Y - 0.35( X + Z )] + 13.1(10 -6 1 )200F 10(10 6 psi) F
UGA - PSYC - 1101
Wednesday September 5, 2007 Broca's Area: damage to Broca's area causes impairments in generating speech; can be studied with Transcranial Magnetic Stimulation (TMS). This proves functional localization. Spinal Cord- bundle of nerves protected by ver
Michigan - ME - 211
Equations (Lecture 2) Dot product:A B = ABcos " = Ax Bx + Ay By + Az BzIf the position vector of A is rA = Axi + Ayj + Azk , ! and the position vector of B is rB = Bxi + Byj + Bzk , then andrAB = rB " rA uAB = rAB /rAB ! Resolve a force F a
Michigan - ME - 211
Equations (Lecture 3)Cross product:i C = A " B = Ax Bxj Ay Byk Az Bz Moment:C = i(Ay Bz " Az By ) " j(Ax Bz " Az Bx ) + k(Ax By " Ay Bx )!M =r "FuAB M = uAB (r " F)! Resolve a moment M along a line rAB:!!
E. Michigan - PLSC - 112
Chapter 9Campaigns & ElectionsBad officials are elected by good citizens who do not vote.George Jean NathanPolitical CampaignsThe Modern Political CampaignThe Professional Campaign OrganizationProfessional political consultants now m
Michigan - PHYSICS - 260
Physics 260 F2007Lecturer: Professor David Gidley Office: 4428 Randall Lab (734) 936-1134 email: gidley@umich.edu Office Hours: Tuesday 1:30-3:30 or by appointment Lecture Times and Location: Monday through Thursday 10-11 AM, 268 Dennison (Labs begi
Michigan - ME - 211
Scalar Notation: Break into components AFA = FA sin( 45)i + FA cos(45) jFA = (750 N * 0.707 )i + (750 * 0.707) j FA = (530.33 N )i + (530.33 N ) jBFB = FB cos(30)i - FA sin(30) j FB = (800 N * 0.866)i - (800 N * 0.5) j FB = (692.82 N )i - ( 40
Michigan - ME - 211
For 3D moments I will use r cross FM A = rAB xFrAB = [0.2i + 1.2 j + 0k ]m F = [600i + 300 j - 600 k ]NM P = [0.2i + 1.2 j ]x[600i + 300 j - 600k ]( Nm ) M P = [60k - ( -120 ) j + -720 k - 720i ]NCombining Similar termsM P = [- 720i + 120 j
Michigan - ME - 211
#4-35Find Reaction forces on base Free Body Diagram on right Sum the Moments about the y-axisM MY Y=0 = 750lb * 2 ft - N C lb. * 4 ft. = 0750lb * 2 ft 4 ft N C = 375lb. NC =Sum the moments about the x-axis M X = N A (2) - N B (2) = 0NA =
Berkeley - PHYSICS - 7A
University of California at Berkeley Physics 7A Section 2 Midterm Examination #2 Professor Boggs Spring 20076:00-8:00 pm, 5 April 2007, 1 Pimental HallPrint Name_ Discussion Section# or Time _Signature __ Discussion Section GSI _Student ID# _
Michigan - ME - 211
FBD of just the pulley firstNow let's look at member BED: FBDM F FB= EY (3 ft ) - 300(6 ft )EY = 600lbY= 600lb - 300lb - BY = 0 = -300lb + E X + BX = 0BY = 300lbXToo Many unknowns Move to member FEC M C = - E X (4 ft) - 300lb (3 ft
Michigan - ME - 211
First Find support reactions.M FB= - AY (30 ft ) + 20 kip(45 ft ) - 20kip (15 ft )+ 4kip / ft (30 ft )(15 ft ) = 0 AY = 80kipY= 80 kip + BY - 20 kip - 20kip- 4 kip / ft (30 ft ) = 0 BY = 80 kipShear Diagram shown to right Need to find
Michigan - ME - 211
First Draw FBD of whole structure. (a) Sum Moments about EM F FE= 500lb(6 ft) + 300lb (3 ft ) - DY (6 ft ) = 0 = -500 + E X = 0 E X = 500lb = 650 - 300 - EY = 0DY = 650lbXYEY = 350lbBNext move to member BC see FBD (c)M F F= -300l
Michigan - ME - 211
First Draw FBD portion somewhere between A and BFind Displacement for point BPBC LBC - 6 kip (2 ft )(12in / ft) = ABC EST (1in )2 (29 .0(10 3 )ksi) 4 B = -0.00632in. B =To Find A we have to sum up the two sections Note: two different types of
Michigan - ME - 211
Calculate torque using power equation: Note: Conversions are important here!P 550 ftlb / s P = 1800hp = 990000 ftlb / s 1hp P = T T = rev 2rad 1 min rad = 50 .0 min 1rev 60 sec s 990000 ftlb / s T= = 6302 .54 ftlb rad 50.0 s = 1500
Michigan - ME - 211
FBDFirst Find Centroidy=y = 2.75in yA = 0.5in(8in)(1in) + 5in(8in)(1in) (8in)(1in ) + (8in )(1in ) A1 1 I = 12 (8in)(1in )3 + 8in (1in )(2.75in - 0.5in )2 + 12 (1in)(8in) 3 + 8in(1in)(5in - 2.75in) 2I = 124 .33in 4Check Compression first
Michigan - ME - 211
Due to Symmetry we can find support loadsP F = 2 R A - 2 - P 4 3P RA = 4Section PropertiesI=1 3 1 1 bh = (0.02 m)(0.06m )3 + 2 (0.03m)(0.04m )3 + (0.03m )(0 .04 m)(0.05) 2 12 12 12 I = 6 .68(10 -6 )m 4 Q = y ' A' = (0.05 m)(0.03m )(0 .
Michigan - ME - 211
FBD Above shows resultantsF F M MA=X=0 = 1.5 kPa (1m)( 2m) - V V = 3kN =0 N = 0 =0 = M Y - 1.5kPa (1m)(2 m)(3.5m ) M Y = 10.5kNm =0 = T - 1.5kPa (1m)(2 m)(1m) M Y = 3kNmZY -axis Z - axisDetermine Section Properties (0.1m) 2 = 0.007
Michigan - ME - 211
First deal with X-Z planeCalculate Average & Radius Avg = X + Y 0 + 0 = = 0ksi 2 22 2 -Y 2 0 - (0) 2 R= X + XY = + (5) = 5ksi 2 2 Mohr's circle is on right. Using Mohr's circle find Principal Stresses 1 = Avg + R 1 = 5ksi
Michigan - ME - 211
IOE 265 Fall 07 September 13, 2007Lab 1: Counting Rules and Conditional ProbabilityNote: Please make sure you type in your answers in the spaces provided and submit this file electronically via the CTools website under Assignments. Save this file
Michigan - IOE - 265
IOE 265 Fall 07 September 20, 2007Lab 2: Random Number DistributionsNote: Please make sure you type in your answers in the spaces provided and submit this file electronically via the CTools website under Assignments. Save this file as `uniqname_l
Michigan - IOE - 265
IOE 265 Fall 07 September 27, 2007Lab 3: Discrete Probability DistributionsNote: Please make sure you type in your answers in the spaces provided and submit this file electronically via the CTools website under Assignments. Save this file as `uni
Michigan - IOE - 265
IOE 265 Fall 07 October 11, 2007Lab 4: Probability PlotsNote: Please make sure you type in your answers in the spaces provided and submit this file electronically via the CTools website under Assignments. Save this file as `uniqname_lab_4' with y
Michigan - IOE - 265
IOE 265 Fall 07 November 1, 2007Lab 7: The Central Limit TheoremNote: Please make sure you type in your answers in the spaces provided and submit this file electronically via the CTools website under Assignments. Save this file as ,uniqname_lab_7
Michigan - IOE - 265
IOE 265 Fall 07 November 8, 2007Lab 8: Confidence IntervalsNote: Please make sure you type in your answers in the spaces provided and submit this file electronically via the CTools website under Assignments. Save this file as ,uniqname_lab_8 with