# Register now to access 7 million high quality study materials (What's Course Hero?) Course Hero is the premier provider of high quality online educational resources. With millions of study documents, online tutors, digital flashcards and free courseware, Course Hero is helping students learn more efficiently and effectively. Whether you're interested in exploring new subjects or mastering key topics for your next exam, Course Hero has the tools you need to achieve your goals.

31 Pages

### Chap012RWJP (1)

Course: BMGT 340, Fall 2011
School: Maryland
Rating:

Word Count: 1204

#### Document Preview

12 Some Chapter Lessons from Capital Market History McGraw-Hill/Irwin Copyright 2010 by The McGraw-Hill Companies, Inc. All rights reserved. Key Concepts and Skills Know how to calculate the return on an investment Understand the historical returns on various types of investments Understand the historical risks on various types of investments Understand the implications of market efficiency 12-2 Chapter...

Register Now

#### Unformatted Document Excerpt

Coursehero >> Maryland >> Maryland >> BMGT 340

Course Hero has millions of student submitted documents similar to the one
below including study guides, practice problems, reference materials, practice exams, textbook help and tutor support.

Course Hero has millions of student submitted documents similar to the one below including study guides, practice problems, reference materials, practice exams, textbook help and tutor support.
Find millions of documents on Course Hero - Study Guides, Lecture Notes, Reference Materials, Practice Exams and more. Course Hero has millions of course specific materials providing students with the best way to expand their education.

Below is a small sample set of documents:

Delaware - POSC - 311
Matt DeisProfessor PakanatiPOSC 311-01018 November 2011The Heart of HomeAn easy way to make a statement about the current parasitic relationship between humanbeings and the Earth would be to say something along the lines of, There is no way to ignor
Cal Poly - BRAE - 433
HydraulicsPressureBRAE/ITRCCal PolyPressure - p - force per unit area units = psi p = F/A See 3.1 of textITRC/BRAECal Poly1Pressure Measurementpressure = specific weight x height of fluidp =h20 psi = ? in feet20 psi specific wtof 100 deg F
Cal Poly - BRAE - 433
HydraulicsFluid FlowFlowITRCCal PolyTypes of Flowu-3-2-101234567Velocity (fps) ideal fluid (with one dimensional flow)ITRC/BRAECal Poly1Types of Flowu-3-2-101234567Velocity (fps) real fluidITRC/BRAECal PolyTypes of
Cal Poly - BRAE - 433
HydraulicsEnergyITRCCal PolyEnergyBackground materialBernoulli EquationAdding friction and pumpsHorsepower calculationcalcQuestionsITRC/BRAECal Poly1FIRST LAW OFTHERMODYNAMICS(CONSERVATION OF ENERGY)The first law of thermodynamics states
Cal Poly - BRAE - 433
HydraulicsPipeline FlowCh 8BRAE/ITRCCal PolyTermscompressible v. incompressiblelaminar v. turbulentvelocity v. flow ratefriction loss v. minor lossesloss minor lossesstreamlines v. seamstressITRC/BRAECal Poly1Laminar v. Turbulenthf varies
Cal Poly - BRAE - 433
HydraulicsOpen Channel FlowChannel FlowITRCCal PolyOpen Channel Hydraulics Key terms/concepts for BRAE 312 uniform v. non-uniformnon sub-critical vs. critical vs super-critical EL and HGL for open channel flowITRC/BRAECal Poly1Uniform vs. No
Cal Poly - BRAE - 433
Bryce DaFonte10/12/2010BRAE 236Lab 3 - Pipe Flow Rate MeasurementsIntroduction:Flow rate is a key component in the understanding of hydraulics. In order to understand flowrate, various methods of measuring flow rate in pipelines were demonstrated du
Cal Poly - BRAE - 433
BRAE 312 - Lab 5 HGLPart I. HGL Exercise - Pump to Buffer Reservoir at WDFBasic data:Elevations:Elevation of the top of the pump pad = 100'Elevation of the top of the wall of the buffer reservoir = 117.68'Other vertical distance:Pond water level to
Cal Poly - BRAE - 433
BRAE 312 - Lab 5 HGLPart I. HGL Exercise - Pump to Buffer Reservoir at WDFBasic data:Elevations:Elevation of the top of the pump pad = 100'Elevation of the top of the wall of the buffer reservoir = 117.68'Other vertical distance:Pond water level to
Cal Poly - BRAE - 433
Bryce DaFonte11/19/2010BRAE 312Fourth Grade School Water HorsepowerOn October 6, 2010 Nadya Alexander and I travelled to the Paso Robles Fairgrounds togive a presentation and demonstration of water horsepower to five groups of fourth graders forthe
Cal Poly - BRAE - 433
WaterH2OQUIZHow many people are on Earth?a)25,000b)36,000,000c) 296,000,000d) 6,500,000,000Satellite Photo of the Earth at NightAnswer: 6,500,000,000QUIZHow many gallons of water to make aMcDonalds Quarter Pounder?a)b)c)d)1606006,000
Cal Poly - BRAE - 433
Bryce DaFonte9/28/10BRAE 312Lab 1 Hydraulics TourThe first site that we stopped at was the Irrigation Practices Field where we examined thedifferent components that make up the various irrigation techniques. We noticed at the end of thefield was whe
Cal Poly - BRAE - 433
Bryce DaFonte10/5/10BRAE 312Lab 1 Pressure MeasurementsThe group was divided into four teams, each team being responsible for taking pressuremeasurements at various work stations at the Cal Poly Water Resources Facility. The first stopduring the lab
Cal Poly - BRAE - 433
Bryce DaFonteBRAE 31210/26/10Re-done 11/12/10Lab 5 Hydraulic Grade LineIntroduction: The lab group setup three different tests dealing with hydraulic grade lines,following certain procedures and collecting data for each of the three tests at the wat
Cal Poly - BRAE - 433
RC DesignResearch Paper ReminderCh 2 Reinforced ConcreteBeams and SlabsBeams and SlabsTension Steel Only.Part 1Reinforcement additives (fiberglass)Concrete ditch designMonolithic forms for irrigation structuresWind loads on buildingsSeismic con
Cal Poly - BRAE - 433
BRAE 433 HW4Given:A normal-weight concrete beam 22.5 inches by 3 inches in cross section and supported on asimple span of 48 inches was loaded with a point load at midspan. The beam failed at a load of1000 pounds. Use 150 pcf for the wt of the concret
Cal Poly - BRAE - 433
BRAE 433 - HW05Given:14 inch by 20 inch beam, where f'c is 4000 psi and fy is 60000 psi14All dimensions in INCHES.204 - #9 rebarRequired:a) Calculate Mnb) Same cross section as part (a) but the steel is changed to 4 # 10 bars. Calculate Mn.Calcu
Cal Poly - BRAE - 433
BRAE 433 - HW 61 Page resume due Friday in class. See attached for example. Make sure to include objective,GPA (overall or major or both). Hard copy only. Use plain white paper for the output.
Cal Poly - BRAE - 433
BRAE 433 HW 13-15 - Economics Component Homework AssignmentDesign the least expensive RC beam for the given geometry, loading and support conditions. Thebeam is exposed to earth and/or weather.P - Live Load40 feetLoads:Beam is subjected to its own w
Cal Poly - BRAE - 433
BRAE 433 - Lab 1CONCRETE Tour - 2011Assignment: 2 page, single spaced summary write up of the tourSingle spaced. Name, Date and Class in upper right hand corner. 12 point font. TimesNew Roman.Provide a summary of the tour including answers to key poi
Cal Poly - BRAE - 433
Chapter 2 RC DesignEvaluation and Design RCRectangular Beam ProblemsPart 2ITRCCal PolyUltimate Moment, MnFig 1-1As = Area of steelTables A-1 and A-2 Also called the nominal moment strength Point just prior to failure of the beamBRAE/ITRCCal P
Cal Poly - BRAE - 433
Shear and MomentDiagramsPrimary Material Needed forBRAE 433CE207 ReviewBeam Diagrams and Formulas for BRAE433Diagrams and Formulas for BRAE433a) Simple Beam uniform load (w)LxwLLoadingVx = w( L/2 - x)Vmax = wL/2ShearMx = wx/2( L - x)Mmax =
Cal Poly - BRAE - 433
BRAE 433 Lab 1 Problems (HW1)1) Lab 3 BeamGiven:Find:30 ft length for simple beam (pin and roller assumed)58 lb/ft assumed uniform load (w) for wt of beam110 lb/ft assumed uniform load (w) for wt of students across beama)b)c)d)WF12x58Max shear
UBC - EOSC - 116
Module C. The Earth Machine: Linking the SpheresLesson 7. Introduction to Systems ScienceIntroductionAs we covered briefly in Lesson 1, Module A, the field of Earth System Science viewsour planet as the interaction of many interacting elements (or sys
UBC - EOSC - 116
Module E. Planetary Engineering: Mesozoic TectonicsLesson 21: Earthquakes and CascadiaIntroductionIn Vancouver we live on an active tectonic margin, a subduction zone - and thismargin is seismically very active. As such, we are very vulnerable to the
USC - PSYC - 100
Psychological and BiologicalTreatmentsCh. 16Sunday, April 24, 2011Who ~20% of people seek some form of therapy at somepoint Demographics: Men, Asian and Hispanic people less likely to seek,but are equally likely to benet. Barriers to seeking the
USC - PSYC - 100
Ch 13. Social Psychologypart 2Tuesday, April 27, 2010Conformity and ObedienceHow willing are people to assume, or to relinquish,power?The Stanford Prison Experiment!see videos, p. 542&quot;Tuesday, April 27, 2010Solomon Aschs Conformity ExperimentsFi
USC - PSYC - 100
Ch. 13: Social PsychologyTuesday, March 29, 2011Social CognitionAttributionsInternal:External:Tuesday, March 29, 2011Quickre Attributional BiasesSituationYou trip. Type of Attribution MadeInternalExternalA stranger trips.Tuesday, March 29, 2
USC - CHEM - 203
Midterm #3 NotesHIV Targets and the Immune System- Immune system failureo Bacterial: Toxic shock: bacterial infection of blood resulting in an overaggressiveresponse from the immune system Mycobacteria tuberculosis: immune system is unable to comple
USC - CHEM - 203
Exam 2 Study GuideEnzymes- What they do?- How substrates bind to enzyme active site- Classifications of enzyme inhibitors- How Saquinavir works- What are Miachelis-Menten kinetics?- How can a Lineweaver-Burke plot distinguish between different type
USC - CHEM - 203
Morphine Strength of 1Codeine Strength of 0.1Vicodin Strength of 0.6OxyConTin Strength of 2Heroine Strength of 4Fentanyl Strength of 100 (youre gonna die)Carfentanil Strength of 10,000 (youre basically fucked)Downside to analgesics- Small molecule
USC - BISC - 120Lg
BISC 120 MIDTERM #3How Plants Colonized the Land: From Algal Protists to Flowering PlantsRed/green algae closely related to land plants- 1 bya, heterotrophic protist acquired cyanobacterial endosymbiont- Archaeplastida: supergroup used to classify, in
USC - BISC - 120Lg
Chapter 25 History of Life on Earth- Overviewo Past organisms much different from those right nowo Early Earth also differento Fossil records show evolutionary changes over large time scales Emergence of terrestrial beings Origin of photosynthesis
USC - BISC - 120Lg
Chapter 14 Mendel and the Gene Idea-Worked with pea plants; true-breeding variations offspring are of the same variety-Hybridization bringing together two true-breeding varietieso P generation: true-breedingo F1 generation: hybrid offspring (first f
Howard - ENGL - 001
Teddy Otey, Jr.Composition for HonorsDr. Shinn27 October 2011Writing Assignment #5Exercise 48.11. With the inventions of steel engraving and the mechanical printing press in the nineteenthcentury, publishers could make a large volume of books virtu
Howard - PSYCH - 001
EmotionsI. Conceptual issuesA. Defining emotions1 Elements of feelings, physiology, evaluation, and action.2. Notions of approach and avoidance.B. Theory meets neuroscience1 Components of emotions: subjective vs physiological2 Three theoriesa. Jam
Phoenix - ECO 212 - 212
In this paper, you will read about supply and demand. The good that I have experiencedpurchasing and have chosen to explore is purchasing a new car. I will explain the factors thataffect the supply and demand of this good. I will explain factors that co
Cal Poly - BRAE - 433
BryceDaFonteBRAE236FallQuarter2010BRAE236
Cal Poly - BRAE - 433
Bryce DaFonte9/22/10BRAE 236 Lab 1Irrigation System TourStation 1: Border IrrigationAs a group we were asked to use a stopwatch and tape measure to measure and record the time ittakes for water to advance down the field once one of the borders was t
Cal Poly - BRAE - 433
RPMTorque(Ft-lbs)0.2517850.517760.751766117551.2517471.517351.751720217102.2517002.516752.7516573162618001750170016501600155015000.250.50.7511.251.51.7522.252.52.753
Cal Poly - BRAE - 433
Bryce DaFonte9/22/10BRAE 236 Lab 1Irrigation System TourStation 1: Border IrrigationAs a group we were asked to use a stopwatch and tape measure to measure and record the time ittakes for water to advance down the field once one of the borders was t
Cal Poly - BRAE - 433
Bryce DaFonteBRAE 23610/13/10Lab 3 - Basic Pipeline HydraulicsThe lab assignment for this basic pipeline hydraulic lab was to create a simulated PVCwater supply using the PVC pipe and fittings supplied. We had certain guidelines for theassembly, how
Cal Poly - BRAE - 433
Bryce DaFonte10/29/10BRAE 236Field Trip Lab Write-upDuring the lab onPoly campus forWednesday October 20, 2010 the BRAE 236 lab departed Calan all day field trip of tours to various farms, ranches, facilities and locationsaround Monterey and Salin
Cal Poly - BRAE - 433
Soil 1CumulativeTimeDepth Infmin1210143642506012018030040050070012001440in0.050.080.260.340.690.770.881.011.692.283.354.154.96.319.4310.81Soil 2CumulativeIntakeRatein/hr2.14961.79921.19031.09180.85680.82350
Cal Poly - BRAE - 433
Bryce DaFonteBRAE 236HW 2211/17/2010Given: The following soils data.Find:a) The depth infiltrated curve equationb) K and n for each soilc) Intake rate curve and equation for each soild) Which soil would be better suited for border strip irrigatio
Cal Poly - BRAE - 433
Bryce DaFonteBRAE 236HW 23-2412/1/2010Energy Cost Efficiency EvaluationInitial Costs for Changes:New Pump: \$30,000New Motor: \$5,000DU to 0.95: \$1,000/ac = 80 AC * 1,000 = \$80,000Cost to switch to time of use: \$300Total Initial Cost: \$116,300The
Cal Poly - BRAE - 433
Level GroundValveP u/ sP d/ sP outQP u/ sP d/ spsipsigpsgpmfeetfeetLavender252312 psi1.557.553.1Orange2310.554 sec/ 5 gal5.653.124.3Blue21447 sec/ 5 gal6.448.59.3Note: the readings for the blue nozzle are too low becaus
Cal Poly - BRAE - 433
Level GroundValveLavenderOrangeBlueP u/spsi252321P d/spsi2310.54P outgps12 psi54 sec/5 gal47 sec/5 galQgpm1.55.66.4P u/sfeet57.553.148.5P d/sfeet53.124.39.3Level SystemElevated System12121010PP re srsur e+ esE
Cal Poly - BRAE - 433
Pumping Plant Efficiency EvaluationFlowRateQ (gpm)23002000180014001200800500100LiftL (ft)11.611.611.611.611.611.611.611.6DischargeTDHHeadH (ft)(ft)1.1612.84.6216.232.343.941.653.246.257.864.776.383.294.894.7106.3
Cal Poly - BRAE - 433
Discussion Questions:1. What are the basic criteria for selecting the proper pump for a project?The first step is to determine the required pressure and flow rate for the project. Thesecond step is to find the pump that provides the required pressure a
Cal Poly - BRAE - 433
Pumping Plant Efficiency EvaluationFlowRateQ (gpm)23002000180014001200800500100LiftL (ft)11.611.611.611.611.611.611.611.6DischargeHeadH (ft)1.164.6232.341.646.264.783.294.7TDH Output(ft)Hp12.87.4116.28.1943.919.95
Cal Poly - BRAE - 433
Source: MCWRADate: May 2006Note: The scale andconfiguration of allinformation shown hereonare approximate and arenot intended as a guide fordesign or survey work.Source: MCWRADate: May 2006Note: The scale andconfiguration of allinformation sho
Cal Poly - BRAE - 433
WaterH2OQUIZHow many people are on Earth?a)25,000b)36,000,000c) 296,000,000d) 6,500,000,000Satellite Photo of the Earth at NightAnswer: 6,500,000,000QUIZHow many gallons of water to make aMcDonalds Quarter Pounder?a)b)c)d)1606006,000
Cal Poly - BRAE - 433
BRAE 433Example Problem from Class for a 2-Way TableNon-Reinforced Concrete Beamininl ength of beam (ft)ftpsi (compressive strength)psi (modulus of rupture)in#/ft3 - pcf#/ft#/ft#ft-#P = (M wL^2/8)/(L/4)#(MSteps1 Create the equations for
Cal Poly - BRAE - 433
BRAE 433ABCDEFGHIJKL1) Given:Concrete with unit weight from 80 lb/ft^3 to 150 lb/ft^3 and f'c from 3000 psi to 7000 psi.Required:Develop a spreadsheet that will display in a table the values of Ec. Round Ec to the nearest ksi.1234580
Cal Poly - BRAE - 433
BRAE 433HW 810/7/2011Bryce DaFonte 11) Given:Concrete with unit weight from 80 lb/ft^3 to 150 lb/ft^3 and f'c from 3000 psi to 7000 psi.Required:Develop a spreadsheet that will display in a table the values of Ec. Round Ec to the nearest ksi.Ec =
Cal Poly - BRAE - 433
Bryce DaFonte11/9/11BRAE 433Lab 3/7The purpose of having two different labs for this report was to determine the 28 day fc valuethat we have been using throughout the duration of the class. During the lab on 10/3/2011 (Lab3) the class split into thr
Stanford - CS - 161
Comprehensive Exam: Algorithms and Concrete MathematicsAutumn 2000This is a one hour closed-book exam and the point total for all questions is 60.All of the intended answers may be written within the space provided. If necessary, you mayuse the back o
Stanford - CS - 161
Comprehensive Exam: Algorithms and Concrete MathematicsAutumn 2001This is a one hour closed-book exam and t he point total for all questions is 60.Al of the intended answers may be written within the space provided. If necessary, you mayluse t he bac
Stanford - CS - 161
Comprehensive Exam: Algorithms and Concrete MathematicsAutumn 2 002This is a one hour closed-book exam and the point total for all questions is 100.1. (10 p oints) Let f (n) = 2Jl0gn a nd g (n) = n e, for some constantfollowing claims is true:E.Whic
Stanford - CS - 161
Comprehensive Exam: Algorithms and Concrete Mat hematicsAutumn 2003+1 . [ lo pts] Prove a tight asymptotic bound on the behavior of T(71) = T (n/3) + T(n/9)n3, where T (n) 5 b for n &lt; no, where no and b are some given constants. For simplicity,solve