Design slab μviFI Robot Millennium V17 · Design slab eBleyIgebIk kmμviFI Robot Millennium V17.5...

viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot

karKNnakMralbøg;es Design slab

eBleyIgebIk km μviFI 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;eyIgsarCaf μ I 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 cucerIsykeQ μaH 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;eQ μaHbnÞúk (Load Cases)

- CadMbUgcucelI Icon enHEdlsßitenAxagsþaMeGRkg; - enARtg;RbGb; Name: sresreQμaHbnÞúk - cUreFVIkarkMNt;eQ μaHbnÞúkdUcEdlmankñúgrUbxagsþaMenH

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;bnÞúkBRgayesμ Irrbs; 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;eQ μaHbnÞúkdUcrUb ³


- dMbUgcucelI Tab Surface

- bnÞab;mkcucelI Icon edIm,Idak;bnÞúkBRgayes μ Irbs; 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 ….rYcvayeQ μaH 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… vayeQ μaH Slab2 rYccuc OK CakareRsc.

cab;epþImKNnarksésEdkEdlRtUvdak; Start Calculate Provide reinforcement

- CadMbUgcucelI Icon enHEdlsßitenAxagsþaMeGRkg; rWcucelI Analysis Menu Calculations…



- eBlenaHvanwgbgðajpÞaMg Calculation Option Set dUcbgðajenAkñúgrUb


eRCIserIseQ μaHRtg; Reinforcement parameters

nig Calculation option EdleyIg)ankMNt;rYcmk ehIy enAcMnucTI 4 nig TI 5 xagelI KWeQ μaHfa Slab1 & Slab2

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

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Drawing for Construction


Design slab μviFI Robot Millennium V17 · Design slab eBleyIgebIk kmμviFI Robot Millennium V17.5...

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