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Paragraph and Argument in favor

Course: ENGLISH 111-0, Fall 2010
School: Northwestern
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article This discusses some of the positive and negative characteristics of Wikipedia. The author asks the essential question: If Wikipedia is so bad that we caution our students not to use it for academic work, how can it be so good that much of what you need to know is found there? This question is the inspiration for the remainder of the article. The first positive aspect of Wikipedia that he mentions is its...

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article This discusses some of the positive and negative characteristics of Wikipedia. The author asks the essential question: If Wikipedia is so bad that we caution our students not to use it for academic work, how can it be so good that much of what you need to know is found there? This question is the inspiration for the remainder of the article. The first positive aspect of Wikipedia that he mentions is its currency. If you want to learn about folksonomy you cannot find it in Britannica, but Wikipedia has an article about that topic. It also adds pages regarding current events quickly, such as the Asian Tsunami or Hurricane Katrina. However, he goes on to explain how Wikipedia can be viewed as a dumbing down of academia because no longer do you have to consult with experts when it comes to an issue. In the end, he concludes however, that a compromise between academia and Wikipedia must occur. Wikipedia is simply amazing in its detail, currency, and accuracy; however, there is also shallow thinking, debates over interpretation and the settling of scores. It is a way through which people can learn about what information is trustworthy and what information is not. Moreover, Wikipedia can be used as a resource for academia where academia an takes active role in helping to improve Wikipedia and participating in its wonders. In the end, a middle ground that allows Wikipedia to be used in academic circles, but only carefully, must result. The positive points in the article begin with his question stated in the preceding paragraph. It is a logical procession that if Wikipedia is good enough for general knowledge, why would it not be good for academic knowledge? Secondly, the fact that Wikipedia updates at lightning fast speeds is a positive attribute that should be highlighted. However, he explains how this is a dumbing down of information and I disagree. In a sense, its even an increase in how good the information is because now, instead of having to only rely on one or two intelligent people, we have hundreds of people with little bits of information. When added all together into a single Wikipedia page the amount of information vastly outweighs how much information those two intelligent people know. Furthermore, I agree with his statement that a medium between the two must occur. Academia can come to accept Wikipedia as a valid source that can be used for information; however, when dealing with highly technical subjects it should be not be trusted or used.
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Northwestern - ENGLISH - 111-0
Leo SpornstarrBarbara ShwomFreshman Seminar19 October 2010Quoting StuffParaphrasingA study done by Hewlett-Packard research labs revealed some interesting information regarding highquality Wikipedia articles. These characteristics include articles t
Northwestern - ENGLISH - 111-0
Leo SpornstarrMs. ShwomFreshman Seminar3 October 2010Essay Topics1. Should Wikipedia be considered a legitimate source for citing in research papers?A. The best way to approach an essay about this is to first pick some very unique, randomfacts from
Northwestern - ENGLISH - 111-0
Reference ListAndrews, Stuart. "Wikipedia Uncovered." PC Pro. 5 Oct. 2007. Web. 15 Oct. 2010.<http:/www.pcauthority.com.au/Feature/93908,wikipedia-uncovered.aspx/1>.Anthony, Denise, Sean Smith, and Tim Williamson. The Quality of Open Source Production:
Northwestern - ENGLISH - 111-0
Leo SpornstarrBarbara ShwomFreshman Seminar12 October 2010Annotated BibliographyAnthony, Denise, Sean Smith, and Tim Williamson. The Quality of Open Source Production: Zealotsand Good Samaritans in the Case of Wikipedia. Rep. Dartmouth College, 2007
Northwestern - ENGLISH - 111-0
Leo SpornstarrProfessor ShwomFreshman Seminar12 November 2010Annotated Bibliography: Further Reading SourcesAnthony, Denise, Sean Smith, and Tim Williamson. The Quality of Open Source Production: Zealotsand Good Samaritans in the Case of Wikipedia.
Northwestern - ENGLISH - 111-0
Spornstarr 1Leo SpornstarrBarbara ShwomFreshman Seminar19 October 2010The Wikipedia QuandaryEach day, approximately 13 percent of all individuals who use the internet visit Wikipedia.According to Wikipedias official page there are approximately 17
Northwestern - ENGLISH - 111-0
Spornstarr 1Leo SpornstarrBarbara ShwomFreshman Seminar19 October 2010The Wikipedia QuandaryEach day, approximately thirteen percent of all individuals who use the internet visit one website.There are approximately 17 million articles in 275 differ
Northwestern - ENGLISH - 111-0
Spornstarr 1Leo SpornstarrBarbara ShwomFreshman Seminar19 October 2010The Wikipedia QuandaryEach day, approximately thirteen percent of all individuals who use the internet visit one website.There are approximately 17 million articles in 275 differ
Northwestern - ENGLISH - 111-0
Leo SpornstarrProfessor ShwomFreshmen Seminar11 November 2011Short Response EssayThe article, written by Professor William Badke of Trinity Western University, discusses theexplosive topic of Wikipedia. Throughout the article his purpose is to shed
Northwestern - ENGLISH - 111-0
Spornstarr 1Leo SpornstarrBarbara ShwomFreshman Seminar19 October 2010The Wikipedia QuandaryEach day, approximately thirteen percent of all individuals who use the internet visit this website.There are approximately 17 million articles in 275 diffe
Northwestern - ENGLISH - 111-0
Leo SpornstarrBarbara ShwomFreshman Seminar19 October 2010The Wikipedia QuandaryEach day, approximately thirteen percent of all individuals who use the internet visit this website.There are approximately 17 million articles in 275 different language
Texas A&M - CVEN - 444
CVEN 444Assignment 1due 6/9/03The assignment will be review problems and will not be covered in class. You will need to show free-body diagrams, use an engineering format and be neat! Assume that you are turning this assignment in to your boss, who sig
Texas A&M - CVEN - 444
CVEN 444Assignment 2due 6/11/03The assignment will be review problems and will not be covered in class. You will need to show free-body diagrams, use an engineering format and be neat! Draw the shear and bending moment diagram.Draw the shear and bendi
Texas A&M - CVEN - 444
CVEN 444Assignment 3due 6/13/03The assignment will be review problems and will not be covered in class. You will need to show free-body diagrams, use an engineering format and be neat! [1]Consider a simple rectangular beam( b x h ) reinforced with ste
Texas A&M - CVEN - 444
CVEN 444Assignment 5due 6/18/03The assignment will be review problems and will not be covered in class.You will need to show free-body diagrams, use an engineering format andbe neat!Compute the stresses in the compression steel, fs, for the cross-se
Texas A&M - CVEN - 444
CVEN 444Assignment 7due 6/23/03The assignment will be review problems and will not be covered in class. Use anengineering format and be neat!1) What is the minimum thickness of a ribbed one-way slab, if one end is continuousand length is 18 ft?2) W
Texas A&M - CVEN - 444
CVEN 444Assignment 10due 7/2/03The assignment will be review problems and will not be covered in class. Use an engineering format and be neat! 1. Design a doubly reinforced concrete beam to handle Mu= 380 k-ft fc = 5 ksi and fy =60 ksi. Assume that the
Texas A&M - CVEN - 444
CVEN 444Assignment 11due 7/9/03The assignment will be review problems and will not be covered in class. Use anengineering format and be neat!1. Calculate the basic development lengths in tension for the followingdeformed bars embedded in normal weig
Texas A&M - CVEN - 444
CVEN 444Assignment 12due 7/14/03The assignment will be review problems and will not be covered in class. Use an engineering format and be neat!1.Determine the development length required for the bars shown .fc =4ksi and fy = 60-ksi. Check the anchora
Texas A&M - CVEN - 444
CVEN 444Assignment 13due 7/16/03The assignment will be review problems and will not be covered inclass. Use an engineering format and be neat!1.For a 28-ft simply supported beam (b=16 and d=26.5 in) with 8#8bars (2 layers) and fc =4-ksi and fy = 60
Texas A&M - CVEN - 444
CVEN 444Assignment 14due 7/18/03The assignment will be review problems and will not be covered in class. Use an engineering format and be neat!1. Determine the length of the top and bottom bars for the externalspan of the continuous beam. The concret
Texas A&M - CVEN - 444
CVEN 444Assignment 15due 7/21/03The assignment will be review problems and will not be covered in class. Use an engineering format and be neat! The concrete is normal weight and the bars are Grade 60. The uniformly distributed load on the beam has wDL
Texas A&M - CVEN - 444
CVEN 444Assignment 16due 7/23/03The assignment will be review problems and will not be covered in class. Use an engineering format and be neat! The concrete is normal weight and the bars are Grade 60. The uniformly distributed load on the beam has wDL
Texas A&M - CVEN - 444
CVEN 444Assignment 17due 7/30/03The assignment will be review problems and will not be covered in class. Use an engineering format and be neat! Calculate the axial load strength Pn for columns having the crosssection. Assume zero eccentricity for all c
Texas A&M - CVEN - 444
CVEN 444Assignment 19due 8/4/03The assignment will be review problems and will not be covered in class. Use an engineering format and be neat!The section of a short tied column is 16 x 24 in. and is reinforced with 8 #10 bars as shown. Determine the a
Texas A&M - CVEN - 444
CVEN 444Assignment 21due 8/8/03The assignment will be review problems and will not be covered inclass. Use an engineering format and be neat!1.Determine the shear reinforcement required for an interior flat panelconsidering the following: Vu= 159k,
Texas A&M - CVEN - 444
Lecture9FlexureJune20,2003CVEN444LectureGoalsLoadEnvelopesResistanceFactorsandLoadsDesignofSinglyReinforcedRectangularBeamUnknownsectiondimensionsKnownsectiondimensionsMomentEnvelopesThe moment envelopecurve defines the extremeboundary value
Texas A&M - CVEN - 444
Lecture10DesignReinforcedBeamsJune23,2003CVEN444LectureGoalsExamplesofSinglyReinforcedRectangularBeamKnownsectiondimensionsUnknownsectiondimensionsDesignofDoublyReinforcedBeamsKnownsectiondimensionsUnknownsectiondimensionsExampleSinglyRCBeam(
Texas A&M - CVEN - 444
Lecture14BarDevelopmentJuly9,2003CVEN444LectureGoalsCriticalSectionsHookDevelopmentBarCutoffCriticalSectionsinFlexuralMembersThe critical sections for development of reinforcement inflexural members are:1. At points of maximum stress;2. At poi
Texas A&M - CVEN - 444
Lecture15BarDevelopmentJuly11,2003CVEN444LectureGoalsBarCutoffPointsSpliceTensionSpliceCompressionSpliceDeterminingLocationsofFlexuralCutoffsGiven a simplysupported beam with adistributed load.DeterminingLocationsofFlexuralCutoffsNote:Tot
Texas A&M - CVEN - 444
Lecture16ShearDesignJuly14,2003CVEN444LectureGoalsClassProject Shear ShearDesignClassProjectThe structural floor plan of a three-story(ground floor, two suspended floors,and a roof) office building is shown onthe next page. The roof covers the
Texas A&M - CVEN - 444
Lecture 18 DesignJuly 18, 2003 CVEN 444 Lecture GoalsSlab design example Total beam design OneWay Slab ExampleThe cross section of a continuous one-way solid slab in a building is shown. The slabs are supported by beams that span 24 ft. Between
Texas A&M - CVEN - 444
Lecture19OnewaySlabDesignJuly21,2003CVEN444LectureGoalsOnewayslabdesign Joist SlabExample:OnewaySlabDesignDesign a one way slab with a clear span of 10 ft. Use 12in. wide segment bw. fy = 40 ksi, fc = 3 ksi and a live load of325 psf.Example:On
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Lecture20ColumnsJuly23,2003CVEN444LectureGoalsDefinitionsforshortcolumnsColumnsAnalysisandDesignofShortColumnsGeneral InformationColumn:Vertical Structural membersTransmits axial compressive loads withor without momenttransmit loads from the
Texas A&M - CVEN - 444
Lecture21ColumnsJuly25,2003CVEN444LectureGoalsColumnsInteractionDiagramsUsingInteractionDiagramsExample:AxialLoadvs.MomentInteractionDiagramConsider an square column (20 in x 20 in.) with 8 #10( = 0.0254) and fc = 4 ksi and fy = 60 ksi. Draw the
Texas A&M - CVEN - 444
Lecture 22 Biaxial Columns DesignJuly 30, 2003 CVEN 444 Lecture GoalsShort Column Biaxial Design Slender Column Design Biaxial Bending and Axial LoadRef. PCA Notes on ACI 318-95Unaxial bending about y-axis Biaxial Bending and Axial LoadRe
Texas A&M - CVEN - 444
Lecture23SlenderColumnsandTwowaySlabsAugust1,2003CVEN444LectureGoalsSlenderColumnDesignOnewayandtwowayslabSlabthickness,hDesignofLongColumnsExampleA rectangular braced column of a multistory framebuilding has floor height lu =25 ft. It is subjec
Texas A&M - CVEN - 444
Lecture24DesignofTwoWayFloorSlabSystemAugust4,2003CVEN444LectureGoalsShearStrengthofSlabsShearExampleDirectDesignMethodShearStrengthofSlabsIn two-way floor systems, the slab must have adequatethickness to resist both bending moments and shearfo
Texas A&M - CVEN - 444
Lecture25DesignofTwoWayFloorSlabSystemAugust6,2003CVEN444LectureGoalsExampleofDDMPanelDesignExample1Design an interior panel of the two-wayslab for the floor system.The floorconsists of six panels at each direction,with a panel size 24 ft x 20
Texas A&M - CVEN - 444
Lecture26FootingsAugust8,2003CVEN444LectureGoalsFootingClassificationFootingDesignFootingExamplesFootingsDefinitionFootings are structural members used to supportcolumns and walls and to transmit and distributetheir loads to the soil in such a
Texas A&M - CVEN - 444
ElasticFlexuralAnalysisforServiceabilityAugust11,2003CVEN444LectureGoalsServiceabilityCrackwidthMomentsofinertiaIntroductionRecall:Ultimate Limit StatesLead to collapseServiceability Limit StatesDisrupt use of Structuresbut do not cause coll
Texas A&M - CVEN - 444
Draw the shear and bending moment diagram.Draw the free-body diagram of the beam.FxFyMB= 0 = RBx RBx = 0 kips= 0 = 8 kips + RBy 10 kips 12 kips + RE RBy + RE = 30 kips= 0 = 8 kips ( 5 ft ) 10 kips ( 6 ft ) 12 kips ( 10 ft ) + RE ( 20 ft ) RE
Texas A&M - CVEN - 444
(Summer 2003) CVEN 444CVEN 444: STRUCTURAL CONCRETE DESIGNCLASS PROJECTThe structural floor plan of a three-story (ground floor, two suspended floors, and a roof) officebuilding is shown on the next page. The roof covers the hole used for the elevator
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BYU - ORG B - 221
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BYU - ORG B - 221
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BYU - ORG B - 221
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BYU - ORG B - 221
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BYU - ORG B - 221
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BYU - STAT - 511
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BYU - STAT - 511
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