MIDAS海外设计包

海外项目整体解决方案

MIDAS海外设计包海外项目整体解决方案

Feature

MIDAS公司作为一家跨国结构软件公司，结合全球化结构设计背景，提供MIDAS海外设计程序包。包括：midasGen海外版通用结构分析设计程序；midasDesign+国外构件详细设计工具箱；midasDshop海外规范出图模块。

目录

midasGen海外版 06
midas Design+ 28
midas Dshop 33
midasCAED-Plant 51

ntegrated desigr system for buildings and general structuires

www.MidasUser.com

Why mida Ba 2

midasGen

Integrated design system for buildings and general structures

01

Intuitive User Interface

Teporypic dsubstalystsherspeedresoe oftheghghts midasGenTbeuser-orenedinpetoutptfeaturesaodsigniicant lscapabtesenale thepracticngengneersandreeatchees to readlyundertakestructral aesanddesigfor lypesof bngsandevencopexandlong-spanstuctres

AdvancedAnalysisFeatures

mids Genoes onvionl ysispteswdas thranalysessuchasgeoetrinonearanalysisrelecting lredisplcenet,boudry onlnealyisshover lsostrutnsedsseletie dependentmatetialproperties,heatfhydationanalysis,ete.

Accurateand Practical Results

seranges od specialtyinte emntsinconunonwihthe ltesttheoesfstructuralanalyestenderaccurateand practical reulsisetfrprvingeeeeiicy versatlty and productivty.

Design Capabilities

idanproidesdesign capablitiesing vios sandd direntcounriesecticoventonalawellasunusual desgnconditions_leadingtocptial designmidasGonhat eensedfrovr20yearsandappedtooveranucuble uerd oectsccessllheyensti credhilty and stabiity.

Features

Design Features

·RCDesign: ACI318,Eurocode2&8.BS8110.1S:456&13920 CSA.A23.3.6850010.AIJ.WSO.TWN.USD AIK USD&WDS,KSCE-USD,KCIUSD
.Steel Design AISC-ASO&LRFD,AISI-CFSD,Eurocnde3, BS5950.1S:800.CSA-S16.G8.17&GB50017. AIJ ASD.TWN ASD&LSD.AIK ASO&LSD& CFSD,KSCE ADS,KSSCASD
.SRC Dosigr SSRC.JGJ138.CECS28.ALJ-SRC.TWN-SHC. AIK-SRC2K.AIK-SRC,KSSC-CFT
FootingDesign:ACl381,日S8110
Slnb&Wall Design:Eurocode2
Capacity Design:Furacode 8.NTC2008

Whymidas Gen?

midas Gen isa Windows-based,general-purpose structural analysis and optimal designsystem.

Theintuitive userinterface,contemporary computergraphicsand substantially fastsolver speed are some ofthe highlights ofmidasGen.

Theuser-onentedinput/outputfeaturesandsignitieant analysiscapabilitiesenable thepracticingengineersandresearclierstoreadilyundertakestructural analysis and design foreven complexandlarge structures.

ThefostestMulti-FrontalSolvorandthelatastanalysisalgorithmsinstantybring accurate and practical analysis results,

ln addition,midasGen providesdesign capabilitiesusingvatiousstandardsof different countries leading to an optimal design solution.

Wind& Seismic Loads auto-generation

-Wind Lond: I8C2000,UBC,ANSIEurocode 1.BS6399.S875 NBC,GB,Japan,awan&Korea
Seismic Load: IBC2000,UBC.ATC3-O6,Eurocode8,1S1893. NBC.GB,Japan,Taiwan&Korea

High-rise Specitic Functionality

High-endAnalysisFeatures

3D Column Shortening rollecbng changein modulus,creepand shnnkage Construction Stage Analysis Bceounting for change ingeonetrysupportsand loadings Building model generation wizard Automatic mass conversion Material stiffnesschanges for cracked sections

[Conrcn Sge Any]

Po

High-end Analysis Capabilities

.P-Delta&large Displacement Analysis
Dyamic AnalysisTime History.Response
Spectrum.etc.)
Base isolators&Dampers
Pushover Analyss
Inelastc Tme HistoryAnalysis
Staged post-tensioning
Catenary Cable Structure
-Heatof HydrotonAnalysis

Intuitive User lnterface

·Works Tree(lnput summary with powertul
modeling capabeabes)
Models creatadand changed withease
FloorLoads defined byareasandoninclined plane
Builtin Section Property Calculator
Tekla StrcturesRevit Structure& STAAD
intertaces

[PuitoverApai]

[eleatr TmeHioryAna]

[HetynA]

[DetelAnalyss]

midasGen Framework

Themenusstemistructuredtreadilgnaccesstalteunctioseqiedfmodelinanalssesignandesulsheciasks Itminimizesthemotioncfthemousetherebymaximizing theefficiencyintheentiredesignprocess.

WalkThroughMode

TaskPane

Model rendering providedin various view points

A.new concept tool,whiclenablesthe user tofreely set optimal menu system

·Anewconcept menu systemcomptising frequently
usedmenus
Precedural sequencedefined by the usettor
maxinum efficiency
Auto-links tomanuals,technical papers and tutorials
Links tocorrespondingdiaog boxesforeaseof checing inputdate

File Manipulation

Modeling Interface with Tekla Structures,Revit Structure & STAAD Various matenal and steel section D8 for steel.concrete and composite structures Wall element for modeling shear walls ·Tension-only elementfor modeling steel bracing ·Various cambined sectionsfor steel members Tapered section formodeling haunched beam ·Section Property Calculatorformodeling irregular sections ·Section Stiffness Seale Factor tor considering stifness of cracked sections ·Wall Stiffness Scale Facterfor considering decrease in shear stiffnessdue to openings Multi-linear point spring support for modeling piles and stiffness of soil Surface spring support for modeling mat foundation and stiffness of soil Beam End Release for modeling shear connectionof steel members Beam End Oftset and Panel Zone Effectfor considering rigid zone in the connections of beams and columns ·Node LocalAxis formodeling inclined support ·Loadsto Mass forautornatically converting gravity loads such as superimposed dead loadsand live loads tomass Autcmatic generation of storesand flaor diaphragms ·Delining ground levelfor generating static seismic and wind loads ·Building generationwizard

Steel&Concrete

Direct Data Transfer with Tekia Structures,Revit Structure& STAAD mpoe/Export[AutoCAD DXF,MSC.Nastran，MGT,etc.] ·Merge Data Files ·Unlimited UndoRedo&StepReturnusing History

rtet Atysi & n tye ]

Material&SectionProperties

midasGenprovides variousmaterial and sectiondatabase,and user-defined materalandsection datacanbealsospecifed.Thedatabase includesi-section T-section,Channel,Angle,Pipe,Box,SC,Combined,Tapered,Composite,tc.

lDB

Section Property Calculator

midasGen provides SPCwhichcaculatesstifness datafrany shapeorformThe sectionshapecan bedrown,ora DXFfilecan beimported.The shape and properties of the generated section can be exparted tomides Gen.

[SectotProprtl

Structure Wizards

Anunit structures such asa frame,anarch,a truss,a plate anda shell maybemadeledbythisautomatedmodeling tool independentiyand may be combined laterwith the totalmodel

g ytWd

FloorDiaphragm

In-plane rigidity of aslabcan be easily considered wthout including anactual slabin themodel.Themassdataare automaticallyentered atthe diaphragmcenters,thatis,thecenterofmass isautocaiculated foreach story Only the components intheGCSXandY directionsandtherotationalmassmomentof inertiaabout theZ-axis areconsidered.

tpoto

WalkThrough Effect

TheModel Window can represent commonmodel shapes aswell asshapes generated by hiddenlines,removal of hidden surfaces. shading,lighting,dispersonof colortone,etc.Themodel,analysis anddesign resultsmay be displayed in rendering views.Theinput statusof themodel or each type of analysisand design resuitscan bevisuallyveriiedby"walking throughor flying overthe inteniors ofstructures.

w

Loads

·midas Gen enables us to specify all types of nodal.element.point,surface,dyamic prestressing and thermal loads encounter edin practice

Typical Beam Loads forapplying floorloads ·Floor Loads by areas

Static seismic loads and wind loads based on various international building codes

Hydrostatic Pressure Loads forapplying lateral earthpressure

·Load combination based on varous design codes.

Load group generation load casesfrom load combinations

FloorLoads

Tis functionallowsusoreadly specify uniformlydistributed dead and live loadson specific areasofafloor. Thefloorloadsare thenautomaticallydistributedandappliedto the individual beams,girdersandcolumns.Thissurelyleadstospeedyanalysisand design.

StaticWind and Seismic Loads DynamicLoads

midas Gen generates static windand seismic loads ona building structure for eachstory,All one has.to dois to provide the apphcable standard and the building data.

WdetotCet

Seismicanalysescan beperformed whilgimplementingdynamicloadsand nonlinearelements.

(Etneepe Str

HydrostaticPressure Loads

Thehydrostatic pressure loadsare calculated at each cornernodeof theelements.Thepoint pressureis obtained bymultiplying the distance fromthe given surface of the fluid by thedensity of thefluid.

eGet

Construction Stage Analysis

midas Gen provides Construction Stage Analysis capabilitywhich refiects the time dependentmaterialpropertiesof concretesuchasmodulusof elasticity.creepand shrinkage Changeinmaterialpropertesarereflectedwhilesimulating construction sequence with respect to the changein geometry,boundary conditions and loads relativeto.time.

BumannABSE,AI.Alln&Rar

Serviceability offloor structures can beevaluated by dynamctime historyanalyses. midasGenprovidesanumber of time history forcingfunctionsforwalkingloads for floorvibration.

FloorVibration Analysis

Ke Shsgraph <br>ck

Analysis
·Linear Static& Thermal Analysis
Dynamic AnalysesEigenvalue,Response
spectrum&Time History)
·P-Delta Analysis
Buckling Analysis(Critical Buckling Load
Factors&Modes)
Moving Load Analysis
·Heat Transter AnalysisSteady Stale&
Transient)
Construction Stage AnalysisStrength
Creep&Shrinkage)
Column Shortening Analysis (Elastic/Creep
&Shninkage)
·Geometnc Nonlinear Analysis
PushoverAnalysis Cancrete,Steeand
Masonry)
Boundary NonlinearTimeHistoryAnalyss
-InelasticTime HistoryAnalysisLumped/
Distributed Hinges,Fiber Elements)
Material NonlinearAnalysisVon-Mises,
Tresca.Monr-Caulomb&Drucker-Pragerl
Structural Masonry Analysis
Analysisforfinding UnknownForcesby
Optimization
Heat of Hydration Analysis tThemo-elastic,
Maturity.Creep,Shrinkage&Pipe Cooling)

Finite Element Library

Pushover Analysis

Pushover analysis of a3dimensianalframe structure used for performancebased designcanbecarried out forreinforcedconcrete,struciural steeland steel-concrete composite sections.

Performancebaseddesign BsperFEMA,Eurocode8andMasonry
Various Hinge Types(Truss/Beam/Column/Wal/Spring).Multi-linear Hinge and
User-defined Hinge
Displacement control&Forcecontrol
·Targetdisplacement&PerlormancePointbasedonCapacitySpectrumMethod
·Checking foracceptabeperformance(Driftlimas,Deformationand Strength
capacity)
.General Beam element
.Tapered Beam element
.Trusselement
.Compression only element
.Tension only element
-Cableelement
Piateelement(Thick/Thin.In-plane/
Out-of-plane Thickness& Orthotropicl
·Plane Stresselement
.Plane Strain element
·Axisymmetric element
Wallelement(n-planeOutof-pne
Bending)
Solid element(Hexagon，Wedge&
Tetrahedron)
·Gapelement
·Hookelement
.Visco-elastic System
·HystereticSystem
·Lead Rubber Bearing lsolator
Fricton Pendulum isolator

Capecty SpeMeod

Inelastic Time HistoryAnalysis

Forthe seismic designand assessment ofastructure,midasGen offersawide rangeof hysteresishingemodelssuch askinematic hardening,Takeda,slip,etc. in the inelastie time history analysis

C t b So

Boundary Nonlinear Time History Analysis MaterialNonlinearAnalysis/PlasticityAnalysis

midas Gen offers boundary nonlinear time history analysis.which enablesustoanalyzeandevaluateseismicisolatorsanddampers. Gap,Hook and hysteretic systemare also provided.

Heatof Hydration Analysis

midasGen provides heat ot hydration anaysis capabilities through heattransferand heatstress analyses.Heatofhydrationanalysis bycanstructionstagesreflects the changeinmodulus of elasticity duetomaturity,effectsofcreep/shrinkage,pipe coolingand concrete poursequence

(Stess n] <br>[fenpenhre ltaten

mdas Gen offersmaterialmodels for theanalysis of nonlinear behaviarsf steel,cancrete,rock,etc. Von-MisesTresca,Mohr-Coulomb&Drucker-Prager}

Geometric Nonlinear Analysis

Largedisplacement analysis encountered in cable supported structures, cabtenetstructures,longspanstructures,etc.can beperformed reflecting the change.in geometrical deformations.

Structural Masonry Analysis

Masonry structures can be modeled with solid elements,which retainorthotropicmaterial properties.The effectaf nonlinearity suchas tensile crack and compressive failurecanbe considered.

SbssCtortseySrtue]

Results

Story Drit for Static and Oynamic Seismic
Loads
Story Shear for Response Spectrumand
Time History Loads
Mode Shapes
Masscenterand Stiffness center by story
·Center of building structure
·Story Shear Force Ratiofor thecolumns
and shearwalis
·Overturming moment
-Torsional lrregulanty Check
·Stiffness Irregulanity Check
-Weight Irregularity Check
Capacity Irregulanity Check
Defining modules foramulti-tower building
Story resultsforeach module
Bill ofMaterials

Bending Moment Diagram&Dispiacement Contour

·midas Gen providas all the analysisand designresults in superb graphics whichenable ustoanalyzeand evaluate theresults intuitively. ·Member forces forweak and strongaxesmay be viewed simultaneously in beamdiagram

[Dt t]

BeamDetail Analysis

·Memberdisplacements,forcesand stresses can be examinedfr various section locations.
·Detailforcesand stressesinbeammembersresultingfromdetailanalysisof individualelementscanbeverifiedinBeamDetailAnalysis.Anypoint in any section can be examined.

h&F]

d SesoS

Post-Processing

p

PS

Design Features .Automatic design/checking of concrete frame,shearwall.steel frame and isolated footing Providingreinforcement size and distribution on the concrete section ·Automatic checking the minimum spacing ofreintorcements ·Doubly-reinforced beam design ·Optian for splicing Automatic calculationof etfective length factor ·Automaticcalculationof unbraced length ·User-dafined moment redistribution nternationalreintorcement De (ASTM.EN,UNI.BS,IS.CSA.GB,JS CNS,KS) ·Optimal design based on the lateral displacement Steel Optimal Design based on.the strength check Shearwall design considenng boundary element StrongColunn-Weak Beamdesign ·Detailed design report

DesignReport

Optimal Design

The optimal design feature of midas Gen optimies the member sections.which determines the sectiondimensions automatically fortheminimumsectional area minmumweightslsetisfying the specifieddesign standard through veritying strength ratie(orstress rato}in iterativeanalysis

Graphical Display of Design Results

Reinforcinginformation suchasrebardiameter,rebar spacingand requiredreinforcingsteel areacanbe displayed.

tttFtEor

Displacement Optimal Design Results

Display the output for optimization design per lateral displacement control,sort theoptimal designresultsinvarious forms,and reflect the changeof sections in themodel.

Footing Design

midasGen automatically searches foran adequate footing size and the number of piles.itlooksfor satisfactory dimensionsby checking althe entered nodesand load combinations. Theresults areproduced ontyforthemost severe load combination.

Desigs Hapect

Meshed Slab and Wall Design

Meshed SlabandWall Design

midas Gen provides slab and wall design formeshed plate elements asper Eurocode 2-1-1:2004.midas Gen provides slabdesign fororthogonal/nan-onthogonal reinforcement dicections based on the Wood-Armer formula.Also smooth momeat and shear forcesare considered inslabandwalldesign Static windand seismic loads for flexible floorsare automatically generated.

Slab Flexural Design/Checking
Graphical display
Recommendedrebar size and spacing
Requiredrebar area Required rebarratio
Flexuralresistanceratio
Wood-Armermoment
One-way flexural design
Detail report:Design results of slab
membersin a text format summary
Design moment table:Wood-Armer
moments ina spread sheet table
Punching Shear Checking
Graphical display: Stress diagram ina critical perimeter Punching shear check ratio One-way shear check
Detail report:Verification resuts for punching shear with reguired shearrebar area ina text format summary

.Slab Serviceability Checking

Graphical display:
Stress checking lconcrete,tebar]
Crack control lcrack width,minimum rebar
area,minimum bar diameters,minimum bar
spacingl
Dellection (un-cracked section,long term
deflection considering creep effectl
Detailreport
·Wall Design/Checking
Graphical display Recommended rebar size and spacing Requiredrebararea Required rebarratio Resistance ratio Detailreport

Automeshing

·midas Gen provides mesh generation features for slaband wallmembers. Generated mesh elementsare fully compatible with analysis and design feature Automesh considering interiornodes, elements and openings is available.

·Wall/Slabmodelingand design Automatic generation of Static Wind and Seismic Loads for flexible floors -Automatic consideration of interior openings and connectivity between Slab and Wall members

VariousApplications

Automeshing and DesignProcedure

Auto-generationof StaticWind and Seismic Loads

Capacity Design

-midas Gen offers automatic capacity design
capability for concrete structures to provide
the appropriate amount of ductitity in the
corresponding ducthity classes.
·Beam,column,wall and beam-column joint
·EN1998-1:2004{DCM/DCH)
NTC2008{CD“B”,CD“A”]
·Design action effects are calculsted in
accordance with the capacity designrule.
Speciel provision for ductile primary seismic
walls is considered
Detailing lor local ductilityis considered ·max/minreintorcement ratio of the tension 2ene -the spacing of hoops within the critical region -mechanical volumetric ratio of confining hoopswith the critcal regions

Capacity Design forConcrete Structures

midas Gen& Integrated Solutions?

midasGe&ntegraedSolutionsareonestoptotasolutionfrommodelinganaysisdesigntoengineringdawings/shopdawings ntegratedmodeling/analysis/designsystembymidasGenautogenerationofstructuraldawingsB.0Mbymidashopanddirect datatransfer with Tekla Structures&Revit Structure areintegral parts ofmidasGen.

CAD Interface

midasDShop

Direct Data Transfer with Teka Suctures& Revit Structure

xpngalanddoled pooom l toGan
Exngalte
toGon
Upd Teeltsedteeese

Ato-draftingModuleformidas Gen a Gngnenouoal rawngGonral Notes/Ple/Soction/MurrSthd nteEdlc Wall&Fecong At-gtM detictAO

midasGen

Integrated designsystemfor buildings and general structures

tue r Inece
RC/S/SRC/MeshdSbandWellegn
Sic AnyuovAn&s l&
Caprty Deegn
Gemutrie/Mataal ManinaarNonnaar TiaHistrylteraant

Plant Structures.

Spatial Structures

Specialty Structures.

Structural Component Design&Detailing

midas Designacollection afhandy structural component designanddetailing tools,whichareeay touseand speeduptheday-to-daydesign processmidas Design·isdevelopedtobesimpo,fstand accurate Itenables engineers tosystematicallyandconsistentlymanage design reports

MIDASSolutionsforB.I.M.

UserOriented Output&Results

midas Designprovides high quality outputand concise documentationinctuding drawings and amaterialquantitiy takeoff.

3KeyFeatures ofmidasDesign+

Intuitive Graphic Interface forefficient design work

Simple mode forindvidualcomponentsdesign Projectmode for membergroups by projocts ·Compatible with CAD,MSWord& Excel

Interface with midas Gen

SeamlesstyintegratrdwithFEanalysis software midas Gen 3Dstructuralanalysrs sotwae for buldng snd generalstrutures]

AutoDrafting&Editing Functionality

Auto-genetin& Edting ofmember design resus Built-in20CADdrawing tunctionalty

Product Range

midasDesgnoonstsof arange of sotwaemodulestorstructuralengnees tostreamline the procs f design and detlinginto one desgn opratn prondingcomptitveedge

SimpleMode

Hande proecthanges easiyand eficietly

Sprodbay bygpeMerd mkemid

ProjectMode

Variousroports

-Detal menberdesign -Tabletornat memberlist CAD loatmemberlst -Bllofmaterials

Beyond simple componentsdesign Project Mode generates high quality reportsincluding BOM

Check floorplansand inuitedesign resultswitly usigProectMode

Streamline the Everyday Design Process -neverbeensoeasy& transparent

Accurate Calculation Results &HighQuality Output

Detait autiocrtsr ructu gi ·Sumrary reoert wthput cata ter checking ·Custogaton of theWod fcrrat report bytheuser

Interfacewith midas Gen

StamtessyintegratedwithFEnaysis softwaremidas a Dstrucluratanalysis sdtwaretcr ulng d generalstructuresl

IntegratedManagementSystemforDesignResults

idasDesign enables the engneers toincrease their effciency and productnity with integrated prciectmanagement of design resuts

WorksTree

Usingthe variouseatures cfthe Work Treemanuthe uerscananage allRC designresultssystematically.

BatchDesign

Designallthe members using the Batch Design function

Balch Design AC Stb3 Stair（1） m 22） Br（1） Column （63） Cortief（1） ShearWal（G） Footing（1） Beam List0） BseWall（0） Slab Lst ） Steel F n EVCm H n C neding FCaw Gdti SAC Compir FEPa FCoum FCETCn AlL... Nooe... Design Close

Introduction

-Integratedanalysis&designby midas Gen

-Importthe model from midas
Modeler
- Apply wind loads,seismic loads, etc.
-Analyze&design themodel
-Exportmodel to midasDShop for structural drawings

·Auto-generation ofstructural drawings&B.O.M.bymidas DShop

- Import the optimized design
model frommidas Gen
-Edit reinforcements
-Auto-generate the Bill of
Materials
- Auto-generate structural drawings

midas Gen & Integrated Solutions Basic Tutorial

Thistutorial willdemonstrateaone process solution for buildings from modeling,to analysis and design,to structural drawingsusing midas Gen& Integrated Solutions.

Integrated Analysis & Design by midas Gen

midasGenFramework

·Step1: Import themodel Step2:Verify the model&unit system =Step3:Apply floorloads Step4:Applyawind load Step5:Applyastatic seismic load Step 6:Performanalysis ·Step 7:Define design parameters Step 8:Perform optimal design =Step9:Exportto midas DShop

About midas Gen...

·midasGen isaWindows-based,general-purpose structuralanalysisand optimal designsystem. ·TheintuitiveUser Interface,contemporary Computer Graphicsand substantiall fastSolverSpeedare someof the highlights of midas Gen. ·Theuser-orientedinput/outputfeaturesand signficantanalysiscapabilitiesenable thepracticingengineersand researchersto readilyundertake structural analysisand design for evencomplexand large structures.

Features...

Comprehensive Design

·Concrete:IS456&IS13920，ACl318，Eurocode2，BS8110 ·Steel:IS800,AISC-ASD&LRFD.Eurocode3，BS5950, ·CSA,GB,AIJ,TWN,AIK&KSCE

Wind&Seismic loadsauto-Generation

·Windload:75UCIuroe16399,CGBaniwa& ·SeismicLoad:I1893,IBC2000,UBC,ATC3-06,Eurocode8,NBC,GB,Japan,Taiwan&Korea

High-rise Specific Functionality

·3-DColumn Shortening Reflecting change in modulus,creep and shrinkage
·Construction Stage Analysisaccountingforchange in geometry,supportsand loadings
·Building model generation wizard
·Automaticmassconversion
·Material stiffnesschanges forcracked sections

High-endAnalysisCapabilities

·P-Delta&Largedisplacementanalysis
·Dynamic Analysis(Time History，Response Spectrum,etc.)
·Base lsolators&Dampers
·Pushover NonlinearAnalysis
·InelasticTime History Analysis
·Staged post-tensioning
·Catenary CableStructure

IntuitiveUserInterface

·Works Tree (Input summary with powerful modeling capabilities)
·Models created and changed with ease
·Floor Loadsdefined byareasand on inclined plane
·Built-in Section property Calculator
·TeklaStructures,RevitStructures&STAADinterfaces

Step.1 Import the model

Procedure

Importthemodel

Importthe.MGTfilecreated from midas Modeler.

\bullet Run midas Gen and select File> New Project

{ ±b { θ } } SelectFile>Import>midas Gen MGTFile...

\bullet Open the file“tut.mgt” Thefileissaved in“Samples\Basic Tutorial(Case2)"folderof the program installed folder (ex. c:\Program Files\Midas\DrawingShop)

\bullet Savethemodelas“tut.mgb”

Step.6 PerformAnalysis

Perform Analysis

Perform analysis of the structure.

1 Select Analysis > Perform Analysis

Note

Theuser canskip steps1-5and startthe tutorial at this point using the“tut.mgb"fileinthe“FINAL" folder

Step.7-1 Define design parameters

Procedure

Define design parameters

Define the design parameters to performconcretecodedesignof the structure.

Select Results> Combinations...

Under the ConcreteDesign tab click Auto Generation...

\bullet VerifythatEurocode2:04is selectedandclickOK

\bullet Confirm that the load combinationsareautomatically generated,asshown infigure

\bullet Click Close

Define thedesignparametersto performconcretecodedesign of the structure.

Definedesign parameters

Select Tools>Preferences...and selecttheDesignbranch

{ \bullet } Verify under Concrete that the Design Code is Eurocode2:04, Material Code is UNI(RC),and theMaterialDBisFeB44k

Step.7-3 Define design parameters

Procedure

Definedesign parameters

Define thedesign parametersto performconcretecodedesign ofthe structure.

\bullet SelectDesign > General Design Parameter > Member Assignment...
{ \bullet } SelectAllowSingleElement Member
\bullet Select Assign Type as Automatic,and Selection Type asAll
\bullet Click Apply
\bullet ClickClose

Step.8 -1 Perform optimal design

Performoptimal design

PerformConcreteCodeDesignfor beams,columns,and walls.

SelectDesign > PerformBatch Design... Select Concrete Design for Beam,ColumnandWall 3 Click Run

Step.8-2 Perform optimal design

Procedure

Performoptimal design

PerformConcrete CodeDesign for beams,columns,andwalls.

\bullet When the batch design ends, close the Batch Design Dialog box

{ ±b { θ } } In the Beam Design Result Dialog box,theSB500x250 sectiondoes notmeetthe requirements of the code

\bullet In theWall Design Result Dialog box,Wall ID1-3donot meettherequirementsof the code

Performoptimal design

PerformConcreteCodeDesignfor beams,columns,and walls.

\bullet SelectDesign > Concrete DesignParameter > Design CriteriaforRebars...
{ \bullet } Click Rebar...on the right of theMainRebarfieldinthe For BeamDesignsection
\bullet Select P22 to P30,thenclick OK

Procedure

Performoptimal design

PerformConcreteCode Design for beams,columns,and walls.

\bullet Click Rebar...on the right of theVertical Rebarfieldin the ForShearWall Designsection
±b { \varrho } SelectP14andP16,thenclick OK
\bullet Click OKin the Design Criteria forRebarsdialog box
\bullet Click Yes to continue

Procedure

Perform optimal design

PerformConcreteCodeDesign for beams,columns,and walls.

\bullet SelectDesign > PerformBatch Design...
{ \bullet } Select Concrete Design for Beam,ColumnandWall.Click Run
\otimes When the batch design ends, close the Batch Design Dialog box
\bullet Verifythatthedesignmeets requirementsof thecode
\bullet Closeall theresults

Step.9 Export to midas DShop

Procedure

Export to midas DShop

Createanexportfile,.MGNfile,for midasDShopto generate structural drawings.

SelectFile > Export> midasDrawingFile { \bullet } Save the export fileas“tut.mgn”

③ Click OK

·Step1: Importtheanalyzed model and design results from midas Gen
·Step2:3DModelView,PlanView andSectionalView
·Step 3:Edit the reinforcements of beams
·Step4:Editthereinforcementsof columns
·Step5:Edit the reinforcementsof walls
·Step6:Auto-generate the Bill of Materials
·Step7:Generate the General Notes
·Step 8:Generate various structural drawings

Auto-generation of structural drawings & Bill of Materials by midas DShop

midas DShop Framework

About midas DShop..

midasDShop empowersengineers tostreamline thedesign processall thewaytogenerating engineeringdrawings.

midasDShopimportsmodelscompletewithanalysis&designresultsfrommidasGenand automaticallygeneratesstructuraldrawings.

midasDShopfeatures theDrawing GenerationModule&theDrawing EditModule,which enableengineerstoanalyzeandmodifydesignresultstoreflecttheirdesignintent.

midasDShop incorporates theadvancedknowledgeand engineering experience to generate drawings of high quality.

midasDShopoffers3mainfeatures: -"DrawingGeneration”forgenerating various structural drawings, -ReinforcementEdit”forupdating reinforcement,and -"BillofMaterials”todisplaymaterial quantity required forconstruction.

midas DShop modules..

DrawingGenerationModule

-Auto-placementofreinforcingbarsreflectingconstructability -Convenientedit functions forRC reinforcement information - Offsetadjustment functions by Object bases

DrawingEditModule

-Drawing environmentand editfunctions identical to AutoCAD -Drawing functions forMembers (Slab/Beam/Column/Brace/Wall/Foundation) -Variety of symbol generation functions

midas DShop

Step.1-1 Import the analyzed model and design results from midas Gen

Procedure

Importtheanalyzedmodeland designresultsfrommidasGen

The analyzed model and design results frommidas Gencan be imported intomidasDShop

\bullet Runmidas DShop and Select File > NewProject SelectFile > Import>midas Gen
3 Click . on the right of the File Namefield
\bullet Open the file“tut.mgn”

Step.1 -2 Import the analyzed model and design results from midas Gen

Procedure

Importtheanalyzedmodeland design results frommidas Gen

The analyzed model and design results from midas Gen can be imported into midas DShop

\bullet Verifythe importpreferences as shown in the Import dialog box

{ \bullet } ClicktheBeam Rebar PlacementMethod

\bullet Verifytherebarplacement method asshown inthe RebarPlacementMethod dialogbox

\bullet Click OKforboth dialog boxes

midas DShop

Step.2-13DModel View,PlanViewandSectional View

Procedure

3DModelView,PlanViewand SectionalView

Verifytheimportedmodeland designresultsusing theModel View,PlanViewandSectional View

\bullet Display of the 3D structural model { ±b { θ } } Double-click on the 5 ^ { { t h } } story (5F) inthePlanViewpanel

\bullet Display of the 5 ^ { { t h } } story framing plan

\bullet Selecta beammember(1113) by double-clicking

\bullet Verifythereinforcements in theModifyBeamRebars dialogbox,andclickClose

Note The user can start the tutorial at thispoint using the“tut.mgd"file inthe“FINAL"folder

Procedure

Procedure

Edit reinforcements of Beams to reflect constructability

Edit the reinforcements of beams toreflect constructabilityand user requirementsbasedon thedesign results frommidas Gen

\bullet Select the beammember (G39)in the drawing to list detailsinthe table,asshown in the figure

{ ±b { θ } } Change the diameter of the Top&Bot.Rebarfrom20to \boldsymbol { { O } } 1 8 in thetable,thenclick ApplytoGroup

\bullet Click Close

Step.4-1 Edit reinforcements of columns

Step.3-2 Edit reinforcements ofBeams

Procedure

Editreinforcementsofcolumns to reflect constructability

Editthereinforcementsofcolumns toreflectconstructabilityanduser requirements based on the design results frommidasGen

\bullet Double-click on Model> Column > Auto-groupingof Membersin the Drawing Menu panel

{ \bullet } Verify the assigned groupname ofamember,asshownin the figure

Click OK

\bullet Double-click on Model> Column > ChangeRebarson TableintheDrawingMenu panel

Procedure

Editreinforcementsofcolumns to reflect constructability

Editthe reinforcements of columns toreflectconstructabilityanduser requirementsbased onthedesign results frommidas Gen

\bullet Select the column member (C17) in the drawing to list details in the table,as shown in thefigure

2 Change the diameter of the MainRebarfromQ20to022in the table,thenclickApplyto Group

Click Close

Step.4-2 Edit reinforcements of columns

Step.5-1 Editreinforcements ofwalls

Procedure

Editreinforcementsofwallsto reflectconstructability

Editthereinforcementsofwallsto reflectconstructabilityanduser requirementsbased onthe design resultsfrommidas Gen

\bullet Double-clickonModel > Wall > Auto-grouping ofMembersin theDrawing Menu panel

{ \bullet } Verify the assigned group name ofamember,asshown in the figure

\bullet Click OK

\bullet Double-clickon Model > Wall > ChangeRebarsonTableinthe DrawingMenu panel

Step.5-2 Editreinforcements ofwalls

Procedure

Edit reinforcementsofwallsto reflect constructability

Editthereinforcementsofwallsto reflectconstructabilityanduser requirementsbasedonthedesign results frommidasGen

\bullet Select the wall member (W2) in the drawing to listdetails in the table,asshown in the figure

Change thespaceoftheMain Vert.Rebarfrom014to 0 1 2 （20 and \overline { { 3 0 0 } } ^ { \prime } to 2 0 0 ^ { \prime } inthe table, thenclickApplytoGroup

\bullet Click Close

Procedure

Auto-generate the Billof Materials

Auto-generatetheBillofMaterials which also reflects the editing of reinforcements by the user.

\bullet SelectTools > BillofMaterial

{ ±b { θ } } Click OK.

\bullet When the File Download dialogboxappears,clickOpen.

\bullet TheBill ofMaterials isanexcel spreadsheetwhichis automaticallysavedasanexcel file (tut.xls) when opened.

Procedure

Generate structural drawing outline

Amidas CADdrawing formatcan be generated and modified using the Drawing EditModule

\bullet SelectStruct.Dwg > GenerateAuto Drawings

{ ±b { θ } } Selectthe Seting tab

\bullet Select the drawing format as A1 andscalesasDefault

\bullet Selectthe Drawing Information tab

Note

Theoutline,history and comments of thedrawing isdefined in the Drawing Information tab

ClickOK

GeneratetheGeneral Notes

TheMaterial of Structure, Concrete,Rebars,etc.,re includedin theGeneral Notes \bullet Select Tools > Preference

Select the view tab in the Option dialog box

\bullet Change the Color from Black to White,thenClickOK

\bullet Double-click on Generate Auto Dwg.intheDwg.Panel

\bullet then Click OK \bullet Double-click on General Notes andwritea title.Choose the locationoftheGeneralNotesin the drawing,then click to place the General Notes

Note

When the Dwg.inmidas CAD formattabisselected,the Drawing EditModule isactivated. Theuser canchange to the Drawing Generation Module by selectingtheModel View,Plan View,orSectional Viewtabs.

Step.8 Generate various structural drawings

midas DShop

Procedure

Generate theGirderLongitudinal RebarList

Theusercancreateanew drawing layoutbyrepeatingthe Generate newstructural drawingoutlineprocedure.

\bullet Double-click on the Member List > GirderLongitudinal RebarList(1)in the Dwg. Panel

±b { \varrho } Enter the title and scale,as showninthefigure,thenclick OK.

\bullet Choose the location of the GirderLongitudinal RebarList (1) in the drawing,thenclick to place theGirderLongitudinal Rebar List (1)

\bullet Byusing theModify dropdownmenu,theuser can modify the drawing

Procedure

GeneratetheColumnSectionList

Theusercancreateanew drawinglayoutbyrepeating the Generatenewstructural drawingoutline procedure.

\bullet Double-click on the Member List > Column Section List(1) in the Dwg.Panel

{ \bullet } Enter the title and scale,as showninthefigure,thenclick OK.

\bullet Choose the location of the Column Section List(1) in the drawing,thenclick to place the Column Section List(1)

\bullet Byusing the Modifydropdownmenu,the user can modify the drawing

Procedure

GeneratetheLineX1Sectional Elevation

Theusercancreateanew drawinglayoutbyrepeatingthe Generatenewstructural drawingoutline procedure.

\bullet Double-clickon the Section> LineX1SectionalElev.inthe Dwg.Panel

{ \bullet } Enter the titleand scale,as shown in thefigure,thenclick OK.

\bullet Choose the location of the Line X1Sectional Elevation in the drawing,thenclick to place the LineX1Sectional Elevation \bullet Byusing the Modify dropdownmenu,theusercan modify the drawing

Procedure

Generate the7F Plan Drawing

Theusercancreateanew drawinglayoutbyrepeating the Generatenewstructural drawing outline procedure.

\bullet Double-clickonthe Plan > 7 F PlanDrawing inthe Dwg's. Panel

{ \bullet } Enter the titleand scale,as showninthefigure,thenclick OK.

\bullet Choose the location of the 7F Plan Drawing in the drawing, thenclicktoplacethe7FPlan Drawing

\bullet Byusing the Modify dropdownmenu,the user can modify the drawing