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Arc-bds Pro Brochure

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  • 8/8/2019 Arc-bds Pro Brochure

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    Z-A

    xis

    HasEngineeredASolution

    TM

    ARCBDS

    (AReinforcedConcreteBeamDetailingSoftw

    are)

    ABoonToolToGenerate

    RCBeamLayout&Det

    ails

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    _____________________

    Intro

    duction

    Z-AxisEngineeringSolutionsisproudtopresentARCBDSTM

    UsingthisprogramyoucangenerateBeamLayoutandBeamLongitudinalSectionandBeamCrosssectiondetailswithgreatspeed

    andaccuracy.

    Theprogramisdesign

    edtotakeminimumrequired

    inputintheeasiestpossiblew

    ayandproduceoutstandingreadytopresent

    drawings,generatesBO

    QofSteel,

    ConcreteandtheShutteringareaofthefloor,savin

    glotsofmanhoursoftheEngineer&Detailer

    therebyincreasingthep

    roductivityofyourorganization.

    Pleaseflipthroughthepagestoknowhowexactlythissoftwareworksandhowisitbeneficialtoyouandyourorganiz

    ation.

    Forfurtherenquiriesan

    dinformationcontact:

    RegisteredOffice:

    Z-AxisEngineerin

    gSolutions

    #401,SpringViewsLaxmiApartments

    Street5,Tarnaka,Secunderabad-500017

    Website:

    http://www.zaxises.com

    Telephone:

    +914027001377

    Email:

    [email protected]

    OrSpeakwithJagjit

    Sundaramovermobileat+(91)8106302065,ormailhim

    [email protected]

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    F

    eatures

    Thefollowingfeaturesandbenefitshavebeendescribedalongwithviews(screenshots)representationforyourbetter

    grasp.

    Flexibility

    Customizablelayers

    Theusercanplacedifferententitiesofthelayout,

    beam

    LongitudinalsectionsandCrosssectionsinthelayerofhisch

    oice,

    thisneeds

    tobedoneonlyonceso

    thattheentitiesareplaceinlayersaspercompaniesstandards

    andthatcanbefollowedbyalltheusersusing

    theprogram.

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    CustomizableBeamdraftingstandard

    s

    Theusercancustomize

    thecurtailmentlengths,

    thehookdimension,cleardistancebetweenrods,clearcover.Thesev

    aluescanbeset

    tocompanystandardso

    rprojectstandardsalso,

    thusgivinggreatflexibilitytothepro

    gram;therebytheprogramcan

    beusedforany

    detailingstandardsbyjustchangingtheabovevalues.

    Toaddfurther,

    theprogramca

    nbeusedtodetailbyB.Scode

    s,

    EuroCodes,

    AmericanCodesorany

    codesjustbysettingthestandardvalues.

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    Customizableoutputrepresentation

    Theusercanprovidetheoutputscalea

    sperhisrequirements

    differentlyforLayout,LSandCrossse

    ctions

    Customizablereinforcementreprese

    ntation(T10,D10,#10)

    Theusercancustomizetherepresentationofthediaofbarsasper

    variousindustrystandards.

    Group

    ingofmultiplerowsdetails

    Theusercangroupsimilarrowofbeam

    sasasinglerow,t

    hereby

    reducin

    gthedetailsbeinggenerated

    EgB1(B4,B6)=>allthesebeamshavesamereinforcement.

    InputinSIorFPSsystemoutputcanbeinbothSIsystemor

    FPSsy

    stem

    Theinputtotheprogramcanbegiven

    inSIorFPSunitsandthe

    output

    canbegeneratedinSIorFPSunits,t

    husaddinggreat

    flexibilitytotheprogramtochoosethe

    input/outputformat

    basedo

    ntherequirements,andmaking

    theprogramopentothe

    Americanstandardsalso!!!

    De

    tailingsystemwithrownamesor

    beamnames

    Theusercanchosetonamethebeams

    bytherownameor

    individ

    ualbeamnameasperthecompanysstandard.

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    UserdefinedslabcutoutsandextensionsshapesinLayout

    Theprogramisflexibletolettheuserde

    fineslabCutouts,andslabexte

    nsionstherebygivinggreatflexibilitytothe

    userbothinthebeamdetaillayoutandintheBOQofshutteringarea,co

    ncretevolumeetc

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    GroupingofsimilarbeamstoreducenumberofLongitudinalSectionsbeingdrawing

    Theprogramwillallowtheusertogroupsimilarbeamstobedetailedasasinglebeam,

    therebyreducingthenumberof

    longitudinalsectionsbeingdrawn,

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    EaseofInput

    Note:NodesdataandBeamsconnectivityd

    atacanbeextractedfromSTAADANLoutputfileinProfessionalversion

    VeryU

    serfriendlyinput

    ofNod

    es,

    Beams&

    Reinforcementdata

    TheIn

    putofBeamsData

    willau

    tomaticallycreate

    theCr

    ossbeamsonthe

    MainBeamsinL.S.

    Thein

    takeoftheinput

    datais

    veryuserfriendly

    andm

    inimum

    possible

    input,andmostofthedata

    isca

    lculate

    internally

    (suchasthecrossbeams

    coming

    on

    each

    beam,

    appropriateleftandright

    parent

    widthsofthebeam

    based

    on

    the

    column

    orientation.

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    Re

    inforcementInput.

    Thereinforcementdata

    canbegivenbyfrontendor

    throughaXLSfile,

    therebyg

    ivingaDatasheetforcheckingtotheDesign

    Engineerwellbeforeth

    edetailsaredrawn,therebyred

    ucingthecheckingtimebytheengineerontheL.S

    detailsofthebeams.

    Theprogramwillautom

    aticallydistributethereinforcementintomultiplelayersbased

    onwidthofthebeam,allowedspacingbetween

    therods.

    (Egiftheusergives8-16,

    theprogramwilla

    utomaticallyplaceitas(5+3)i.e.

    5rodsinfirstlayerand3rodsinthesecond

    layer,accordinglybasedonthespaceavailable)theusercanfinetunethearrangementthroughdetaileditifrequired.

    ReinforcementDatabeinggiventhroughFrontEnd

    oftheprogram.

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    ReinforcementDatabeinggivenfromtheXLSSheetgeneratedbytheprogram.

    Note:Reinforcementinputdatacanalso

    beextractedfromSTAADAN

    LoutputfileinProfessionalversion

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    Pow

    erCustomization

    CustomizableCurtailmentlengths

    CustomizableBendLengths

    CustomizableSectionpositiondisplay

    inLongitudinalSection

    CustomizablePositionofArrangemen

    tofReinforcementbars

    CustomizableBeamTopLevels

    CustomizableSlabTopLevels

    Theprogramallowstheuserthechangethefinerdetailsofasinglebeam(whicharebydefaultcalculatedbas

    edontheBeam

    Generalsettings

    data)therebygivinggreatflexibilitytotheusertochangethecurtailmentlength,beamtoplev

    el,arrangement

    ofreinforcemen

    t,slabtoplevel,sectionshowingetc.

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    OutstandingOutpu

    t

    Be

    autifu

    lBeamLayout

    T

    helayoutgeneratedwouldbe

    reducealmost80%

    oftheworkingeneratingthebeamlayout

    drawingforaresidential,commercialcomplex,andwillreduc

    eatleast60%workforthe

    Industrialstructure,w

    heretheu

    serhastoaddtheinsertplates,fanpedestalsetc.

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    Excellen

    tBeamLongitudinalSectionandBeamCrosssectionoutpu

    twithminimumpossibleclashes.

    Thisistheicin

    gonthecake,

    theoutputispleasingandnearperfectwithalmostnoclashesinL.S,alltheuse

    rhastodoisto

    placetheminthepaperspacelayoutappropriatelybasedonthesheetsizeetc

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    SampleDrawings(UneditedDraw

    ings)

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    SampleDrawings(UneditedDraw

    ings)

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    SteelTa

    keoff,detailedandabstract.

    TheSteeltakeoffgeneratedishighlyaccurateandgivenindetailedtomaximumpos

    siblelimittherebymakingitveryeasyforthe

    checkertocrosscheck,

    anabstractreportofthesteeltakeoffisalsogeneratedthatcan

    begiventothecontractoretc

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    ConcreteTakeoffofthefloor.

    Theconcretevolumeis

    calculated,fortheslabs,beams,andcolumnjunctionsseparatelybothasdetailedandabstractreport

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    ShutteringArea.

    Theshutteringareais

    calculatedaccurately.

    Slabs(b

    ydeductingcutouts,andaddingslabextensionsaccordingly),

    beambottoms,

    beamsides,columnsidesallareseparatelycalculatedtherebyaidingthecontractoretc


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