Desing slab by robot

viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;es edaykmμviFI Robot
karKNnakMralbøg;es
Design slab

eBleyIgebIk kmμviFI Robot Millennium V17.5 dMbUgeyIg nwgeXIjdUcrUbxageRkamenH

bnÞab;mkeyIgeRCIserIsyk Icon dUcEdl)anbgðajenAelIrUbPaBenH
bnÞab;BIeyIgeFVIkareRCIserIsnUv Icon enHehIyvanwgbgðaj nUvpÞaMgmYydUcxageRkamenH

beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ

edIm,IeFVIkarKNna nig Analysis )anluHRtaNaEteyIg eFVIkarkMNt;nUv Parameter mYycMnYndUcCa ³
karkMNt; Units and Format, Materials and Codes
- cucelI Tool Menu Job Preferences…vanwgecjpÞaMg

- eGRkg;nwgbgðajpÞaMgdUcrUb bnÞab;mkenARtg; Untis and Formats eyIgRtUvkMNt;Ca Metric eday cucelIva

- bnÞab;mkenARtg; Materials eyIgRtUvkMNt;nUv RbePT Concrete rbs;eyIgsarCafμI mþgeTotedaycucelI
Modification


- bnÞab;mkvanwgecjnUvrUbdUcxageRkamenH bnÞab;mkeyIgeFVIkarkMNt;nUvtMéldUcrUbxageRkam rYccuc Ok

- enARtg; Codes kñúgRbGb; RC structures eyIgkMNt;Ca BAEL 91 mod.99

- enARtg; Action kñúgRbGb; Code combinations eyIgeFVIkarkMNt;Ca BAEL 91


- eBleyIgkMNt; Units and Format, Materials and Codes rYcral;Gs;ehIysUmcucelI Ok CakareRsc.

karkMNt;G½kS Axis sMrab;KUr
CadMbUgcucelI Icon enHenAxagsþaMéneGRkg; edIm,IeFVIkarkMNt;G½kS Gab;sIus nig G½kS Gredaen.
- karkMNt;G½kSGab;sIus X

sUmvaybBa©ÚlTinñn½ydUcrUbxageRkamenH

- karkMNt;G½kSGredaenr Y
sUmvaybBa©ÚlTinñn½ydUcrUbxageRkamenH

bnÞab;BI)aneFVIkarkMNt;nUvTinñn½yenHmk sUmcucelIBakü Apply edIm,IbBa©b;nUvkarkMNt;rbs;eyIg


eBlenHvanwgbgðajdUcenApÞaMgxageRkamenH ³

kMNt;karKUrkMralbøg;es
- CadMbUgcucelI Icon enHEdlsßitenAxagsþaMéneGRkg;
- eday Tick enAelI Two Points kñúgRbGb; Position
- bnÞab;mkeFVIkarKUredaycucRtg;cMnucRbsBVBI G½kS 1B nig G½kS 2A edIm,IbegáIts‘umrbs;kMralbøg;es
- dUcmanbgðajkñúgrUbxageRkamenH


kardak;kMralbøg;eskñúgs‘um Contour
- CadMbUgcucelI Icon enHEdlsßitenAxagsþaMeéneGRkg;
- enARtg; Contour type cuc Tick yk Panel
- enARtg; Reinforcement cucelI
Tab General
- Rtg;RbGb; Name : dak;eQμaHfa Slap1
- Rtg;RbGb; Type cucerIsyk bending compression / tension

- Rtg; Main reinforcement direction : cucyk

Along X axis mann½yfakardak;EdktamTisedA X

Tab Materials
- enARtg;RbGb; fy : vaytMélelx 400MPa
- dk Tick Rtg;Baküfa As in the structure mode
- enARtg;RbGb; f’c : vaytMélelx 25MPa
Tab SLS Parameters
- enARtg; Calculation rang cuc Tick yk
Cracking nig Deflection
Tab Reinforcement
- enARtg; Bar diameters (mm) cucerIsykGgát;p©it
d = 10mm
- Rtg; Cover (Cm) vaytMél C1 = C2 = 2cm
- bnÞab;mkcucelIbUtug



karkMNt;kMras;bøg;es ( Slab thickness )
Tab Homogeneou
- cuc Tick yk Constant
- enARtg;RbGb; Th : vaytMél 10cm

- enARtg;RbGb; Materials cucerIsykeQμaH CONCR

Edl)ankMNt;enARtg; Material Concrete xagelI
- bnÞab;mkcucbUtug Add

rIÉenARtg; Elastic foundation coeff. KZ eyIgmincM)ac;
kMNt;eTeRBaHfakMralbøg;eseyIgminEmncak;elIdIeT.

kMNt;kardak;TMrrbs;kMralbøg;es
- CadMbUgcuclelI Icon enHEdlsßitenAxagsþaMéneGRkg;
- bnÞab;mkcucerIsykRbePTTMr Ca Pinned
- enARtg; Current selection cuc Tick yk Line

TMrCabnÞat; ( Fñwm )
- bnÞab;mkcuc Mouse enAkñúgRbGb;enH

- Select RbsBVrvagkMralbøg;eseRbI Mouse + Ctrl

mþgmYyCYr²tamCYredk nig CYr Qr dUckñúgrUbbgðaj
- bnÞab;mkcucelIbUtug Apply CakareRsc


kMNt;kardak;bnÞúkelIkMralbøg;es
1. karkMNt;eQμaHbnÞúk (Load Cases)

- CadMbUgcucelI Icon enHEdlsßitenAxagsþaMeGRkg;
- enARtg;RbGb; Name: sresreQμaHbnÞúk
- cUreFVIkarkMNt;eQμaHbnÞúkdUcEdlmankñúgrUbxagsþaMenH

2. kardak;bnÞúkenAelIkMralbøg;es
- dMbUgRtUveRCIserIsykkrNIbnÞúkGefrEdlRtUvdak; edaycucerIsyk LL enAkñúgRbGb;eQμaHbnÞúkdUcrUb ³

- bnÞab;mkcucelI Icon enAxagsþaMeGRkg;
- bnÞab;mkvanwgbgðajnUv pÞaMg Load Definition
dUcenAkñúgrUb
- bnÞab;mkcuc Tab Surface

- rYcmkcucelI Iocn edIm,Idak;bnÞúkBRgayesμIrrbs;
LL = 1.5KN/m2
- Rtg;RbGb; Z vaytMél -1.5KN/m2 eRBaHTisedAbnÞúkpÞúyBI
TisedA Z rbs; Global Axis
- bnÞab;mkcucelI bUtug

- yk Mouse cucelIRbGb; Apply to
bnÞab;mkcucelIkMralbøg;esTaMgGs;
- bnÞab;mkcucelI Apply CakareRsc


- bnÞab;mkeRCIserIsykkrNIbnÞúkefrEdlRtUvdak; edaycucerIsyk DL kñúgRbGb;eQμaHbnÞúkdUcrUb ³

- dMbUgcucelI Tab Surface
- bnÞab;mkcucelI Icon edIm,Idak;bnÞúkBRgayesμIrbs;
DL = 1.4KN/m2
- enARtg;RbGb; Z vaytMél -1.4KN/m2 eRBaHTisedAbnÞúkpÞúyBI
TisedA Z rbs; Global Axis
- rYcmkcucelIbUtug

- yk Mouse cucelIRbGb; Apply
To bnÞab;mkcucelIkMralbøg;es

TaMgGs;
- bnÞab;cucelI Apply CakareRsc

- bnÞab;BIeyIg)anbBa©b;kardak;bnÞúkBRgayelIkMralbøg;esGs;ehIy eyIgnwgeXIjbnÞúkBRgaydUcrUbxageRkam ³


karkMNt;bnSMbnÞúk (Load Combination)
- CadMbUgeyIgcucelI Icon enHEdlenAxagsþaM
- Rtg;RbGb; Combination name: cUrvaytMél ULS
- bnÞab;mkcucelIBakü OK

- cucelI Icon edIm,IkMNt;
emKuNbnÞúktam Code Edl)ankMNt;
- bnÞab;mkcucelI Icon Apply

- CacugeRkaycucelI Icon Close

kareFVIkarerobcM eday Mesh kMralbøg;es
kMNt; Option sMrab; Mesh kMralbøg;es
- CadMbUgcucelI Icon enAxagelIeGRkg; bnÞab;mkcucelI Icon
- rWk¾cucelI Analysis Menu Calculation Model Meshing Options…


- bnÞab;mkcUreFVIkarkMNt;dUcrUbEdl)anbgðajxageRkamenH ³

bnÞab;BIeyIg)aneFVIkar Mesh rYcral;ehIyenaHva nwgecjpÞaMg Panel dUcenAkñúgrUbxageRkamenH

karKNnakMralbøg;es
- CadMbUgeyIgcucelI Icon edIm,IeFVIkarKNnarkkMlaMgkñúgrbs;kMralbøg;es



rUbeRkayBIeyIgeFVIkarKNnaehIy
karemIllT§pl Result – maps
- cucelI Layout rYcerIsyk Result - maps

karKNnarksrésEdkrbs;kMralbøg;es
karKNnarksrésEdkRtUvkarkñúgkMralbøg;es Slab-required reinforcement
- cucelI Layout bnÞab;mkcUrerIsyk Slab-required reinforcement



munnwgeFVIkarKNna dMbUgeyIgRtUvbMeBjBt’mankñúgpÞaMg Plate/shell Reinforcement eTIbGacemIllT§pl
enAkñúgpÞaMg Reinforcement )an.
- enAkñúgRbGb; List of panels : All rW 22 to 42 ( mann½yfaeyIgyk Panel TaMgGs; rW Panel BI 22 eTA 42

mkKNna )
- enARtg; List of case: enAkñúgRbGb; ULS: 4 ( elx 4 CasnSMbnÞúk ULS )

- enAkñúgRbGb; Method: Equivalent mom (Wood and Armer)

- bnÞab;mkcucelI Icon
Note:
RbsinebIvabgðajpÞaMg Error dUckñúgrUbenH mann½yfava Error
tg;RsTab;karBar cover eRBaHGgát;p©itEdk d ykmkeRbIFMeBk


karKNnarksésEdkEdldak;kñúgkMralbøg;es Slab-provide reinforcement
- CadMbUgcucelI Layout rYcerIsyk Slab-required reinforcement

- rWcucelIrUb Icon enHEdlsßitenAxagsþaMeGRkg;

- bnÞab;mkcucyk Automatic EdlenARtg; Reinforcement zoon definition

karkMNt; Story Parameters
- CadMbUgcucelI Icon enHEdlenAxagsþaMéneGRkg; rWcucelI Analysis Menu Story Parameters


karkMNt; Calculation Options
enAkñúg Calculation Options man 4 Tab EdleyIgRtUveFVIkarkMNt; ³
- Tab General: eFVIkarkMNt;RsTab;karBar karKNnaPaBdab nig karkMNt;epSgeTot>>>

- Tab Concrete: sMrab;kMNt;er:sIusþg;sgát;rbs;ebtugenA 28éf¶

- Tab Reinforcement bar: kMNt;er:sIusþg;Edk nig Ggát;p©itEdk

- Tab Reinf. For punching: kMNt;er:sIusþg;Edk nig Ggát;p©itEdkEdldak;Tb;nwgkarpug

CadMbUgeyIgcucelI Icon enHEdlenAxagsþaMeGRkg; rW cucelI Analysis Menu Calculation Options

Note:
cMeBaH Tab Wire fabrics: eyIgmincaM)ac;eFVIkarkMNt;eT eRBaHfaeyIgmineRbIEdksMNaj; ( EdkpSaBIeragcRkRsab; )
- eBleyIgeFVIkarkMNt;rYcral;Gs;ehIy eyIgcucelI Save as ….rYcvayeQμaH Slab1 rYccuc OK CakareRsc


karkMNt; Reinforcement Pattern
enAkñúg Reinforcement Pattern man 5 Tab EdleyIgRtUveFVIkarkMNt; ³
- Tab General: sMrab;kMNt;kardak;kñúg Segment….

- Tab Bars: kMNt;Ggát;p©itEdkEdldak;tamTis X nig Y nigdak;KMlatBIEdk1 eTAEdk1>>>>>>

- Tab Distributed Reinf: kMNt;karBt;Edk nig karBRgayEdktamTisQr nig edk>>>>>

- Tab Structural Reinf: kMNt;kardak;EdkEdlenARCugénkMralbøg;esRbehag nig Rtg;TMrFñwm

- Tab Shapes: kMNt;RTg;RTayénkarBt;Edk

- CadMbUgcucelI Icon enHenAsþaMeGRkg; rWcucelI Analysis Menu Reinforcement Options
Tab General:



Tab Shapes:

Note:
cMeBaH Tab Wire fabrics reinf min)ac;kMNt;eT eRBaHfaeyIgmineRbIEdksMNaj; ( EdkpSaBIeragcRkRsab; ) .
- eBleyIgeFVIkarkMNt;rYcral;ehIy cUrcucelI Save As… vayeQμaH Slab2 rYccuc OK CakareRsc.

cab;epþImKNnarksésEdkEdlRtUvdak; Start Calculate Provide reinforcement
- CadMbUgcucelI Icon enHEdlsßitenAxagsþaMeGRkg; rWcucelI Analysis Menu Calculations…


- eBlenaHvanwgbgðajpÞaMg Calculation Option Set dUcbgðajenAkñúgrUb

eRCIserIseQμaHRtg; Reinforcement parameters
nig Calculation option EdleyIg)ankMNt;rYcmk ehIy
enAcMncTI 4 nig TI 5 xagelI KWeQμaHfa Slab1 & Slab2
u

karRtYtBinitüemIlkardak;sésEdk Slab-Reinforcement
- cucelI Layout erIsyk Slab-reinforcement


bgðajdUcenAkñúgrUb

- eyIgGaceFVIkarEkGgát;p©it karBt;EdkRbEvg nigTItaMgrbs;EdkbeNþay)anenARtg; Bar properties

Calculation Note
- CadMbUgcucelI Icon enHEdlsßitenAxagsþaMeGRkg; rW cucelI Analysis Menu Calculation Note


Drawing Parameters
- dMbUgeyIgcucelI Icon enHEdlsßitenAxagsþaMeGRkg; rWcucelI Analysis Drawing Parameter

Tab Reinforcement description

Tab Scale Tab Reinforcement table


karkMNt;bøg;sésEdk Reinforcement Plant
Top

Bottom


Drawing for Construction


Desing slab by robot

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Desing slab by robot