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8/8/2019 Arc-bds Pro Brochure
1/18
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:
OrSpeakwithJagjit
Sundaramovermobileat+(91)8106302065,ormailhim
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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