desing slab by robot
DESCRIPTION
TRANSCRIPT
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
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
edIm,IeFVIkarKNna nig Analysis )anluHRtaNaEteyIg eFVIkarkMNt;nUv Parameter mYycMnYndUcCa ³ karkMNt; Units and Format, Materials and Codes
- cucelI Tool Menu Job Preferences…vanwgecjpÞaMg
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
- 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
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
- 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
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
- 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
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
bnÞab;BI)aneFVIkarkMNt;nUvTinñn½yenHmk sUmcucelIBakü Apply edIm,IbBa©b;nUvkarkMNt;rbs;eyIg
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
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
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
kardak;kMralbøg;eskñúgs‘um Contour
- CadMbUgcucelI Icon enHEdlsßitenAxagsþaMeéneGRkg; - enARtg; Contour type cuc Tick yk Panel
- enARtg; Reinforcement cucelI
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
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
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
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
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
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
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
- bnÞab;mkeRCIserIsykkrNIbnÞúkefrEdlRtUvdak; edaycucerIsyk DL kñúgRbGb;eQ μaHbnÞúkdUcrUb ³
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
- 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
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
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…
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
- bnÞab;mkcUreFVIkarkMNt;dUcrUbEdl)anbgðajxageRkamenH ³
bnÞab;BIeyIg)aneFVIkar Mesh rYcral;ehIyenaHva nwgecjpÞaMg Panel dUcenAkñúgrUbxageRkamenH
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
karKNnakMralbøg;es
- CadMbUgeyIgcucelI Icon edIm,IeFVIkarKNnarkkMlaMgkñúgrbs;kMralbøg;es
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
rUbeRkayBIeyIgeFVIkarKNnaehIy karemIllT§pl Result – maps
- cucelI Layout rYcerIsyk Result - maps
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
karKNnarksrésEdkrbs;kMralbøg;es
karKNnarksrésEdkRtUvkarkñúgkMralbøg;es Slab-required reinforcement
- cucelI Layout bnÞab;mkcUrerIsyk Slab-required reinforcement
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
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:
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
RbsinebIvabgðajpÞaMg Error dUckñúgrUbenH mann½yfava Error tg;RsTab;karBar cover eRBaHGgát;p©itEdk d ykmkeRbIFMeBk
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
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
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
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
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
Note:
cMeBaH Tab Wire fabrics: eyIgmincaM)ac;eFVIkarkMNt;eT eRBaHfaeyIgmineRbIEdksMNaj; ( EdkpSaBIeragcRkRsab; ) - eBleyIgeFVIkarkMNt;rYcral;Gs;ehIy eyIgcucelI Save as ….rYcvayeQ μaH Slab1 rYccuc OK CakareRsc
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
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:
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
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…
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
- eBlenaHvanwgbgðajpÞaMg Calculation Option Set dUcbgðajenAkñúgrUb
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
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
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
bgðajdUcenAkñúgrUb
- eyIgGaceFVIkarEkGgát;p©it karBt;EdkRbEvg nigTItaMgrbs;EdkbeNþay)anenARtg; Bar properties
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
Calculation Note
- CadMbUgcucelI Icon enHEdlsßitenAxagsþaMeGRkg; rW cucelI Analysis Menu Calculation Note
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
Drawing Parameters
- dMbUgeyIgcucelI Icon enHEdlsßitenAxagsþaMeGRkg; rWcucelI Analysis Drawing Parameter Tab Reinforcement description Tab Scale Tab Reinforcement table
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
karkMNt;bøg;sésEdk Reinforcement Plant
Top
Bottom
viTüasßanCatiBhubec©keTskm<úCa karKNnakMralbøg;;es edaykmμviFI Robot
Drawing for Construction
beRgóneday ³ saRsþacarü b:un ev:A eroberogeday ³ TUc DIvNÑBisidæ