Dlubal - Product Overview 2013

1.1 RSTAB Basic

1.2 Steel STEELGeneral stress design for members

STEEL EC3Member design according to Eurocode 3

STEEL AISCMember design according to US standard ANSI/AISC 360-05

STEEL SIAMember design according to Swiss standard SIA 263

STEEL ISMember design according to Indian standard IS 800

STEEL BSMember design according to British standard BS 5950-1:2000

STEEL GBMember design according to Chinese standard GB 50017-2003

STEEL CSMember design according to Canadian standard CS S16-09

ALUMINIUMMember design according to Eurocode 9

KAPPAFlexural buckling design according to DIN 18800 Part 2

LTBLateral torsional buckling design according to DIN 18800 Part 2

FE-LTBLateral torsional buckling design according to FE Method

PLATE-BUCKLINGPlate buckling analysis of stiffened plates according to Eurocode 3 and DIN 18800

EL-PL Ultimate limit state design according to El-Pl method

C-TO-TWidth-to-thickness analysis according to DIN 18800

1.3 Concrete CONCRETEReinforced concrete design for members according to Eurocode 2*), DIN 1045*), SIA 262*), ACI 318-11*) and GB 50010*)

CONCRETE Columns Reinforced concrete design with model column method according to Eurocode 2*) and DIN 1045*)

FOUNDATION ProSingle, bucket and plate foundations according to Eurocode 2 and Eurocode 7

*) corresponding standard extension required

1.4 Timber TIMBER ProMember design according to Eurocode 5, DIN 1052 and SIA 265

1.5 Tower TOWERGenerating lattice towers with equipment and loading and design according to Eurocode

1.6 Connections FRAME-JOINT ProFrame joints for frames according to Eurocode 3 and DIN 18800

END-PLATERigid end plate connections according to DIN 18800 Part 1

CONNECTShear connections according to DIN 18800

DSTVTypified connections in steel building construction according to Eurocde 3 and DIN 18800

HSSWelded hollow structural section connections according to Eurocode 3

JOINTSDesign of connections according to Eurocode 3

DOWELDowel connections with slotted sheets according to DIN 1052:2008, DIN 1052:1988, SIA 164/HBT2 and ÖNorm B4100/2

1.7 Dynamics DYNAM BasicAnalysis of eigenvibrations

DYNAM Addition I Forced vibration analysis

DYNAM Addition II Equivalent seismic loads for earthquakes according to Eurocode 8, DIN 4149 and IBC 2000/2009

1.8 Others DEFORMDeformation and deflection analysis

RSMOVELoad case generation from moving loads

RSIMP Equivalent geometric imperfections and pre-deformed initial structures

RSBUCKEffective lengths, buckling loads, bifurcation load factors

SUPER-RCSuperimposing results of different structures (construction phases)

STAGESConsideration of different construction stages

RS-COMProgrammable COM interface

Frameworks Finite Elements

Software for Statics and Dynamics

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2.1 RFEM Basic

2.2 Steel RF-STEELGeneral stress design for members and surfaces

RF-STEEL EC3Member design according to Eurocode 3

RF-STEEL AISCMember design according to US standard ANSI/AISC 360-05

RF-STEEL SIAMember design according to Swiss standard SIA 263

RF-STEEL ISMember design according to Indian standard IS 800

RF-STEEL BSMember design according to British standard BS 5950-1:2000

RF-STEEL GBMember design according to Chinese standard GB 50017-2003

RF-STEEL CSMember design according to Canadian standard CS S16-09

RF-ALUMINIUMMember design according to Eurocode 9

RF-KAPPAFlexural buckling design according to DIN 18800 Part 2

RF-LTBLateral torsional buckling design according to DIN 18800 Part 2

RF-FE-LTBLateral torsional buckling design according to FE Method

RF-PLATE-BUCKLINGPlate buckling analysis of stiffened plates according to Eurocode 3 and DIN 18800

RF-EL-PLUltimate limit state design according to El-Pl method

RF-C-TO-T Width-to-thickness analysis according to DIN 18800

2.3 Concrete RF-CONCRETEReinforced concrete design for plates, walls, shells and members according to Eurocode 2*), DIN 1045*), SIA 262*), ACI 318-11*) and GB 50010*)

RF-CONCRETE Columns Reinforced concrete design with model column method according to Eurocode 2*) and DIN 1045*)

RF-PUNCHDesign of punching shear resistance according to Eurocode 2*) and DIN 1045*)

RF-FOUNDATION ProSingle, bucket and plate foundations according to Eurocode 2 and Eurocode 7

RF-TENDONDefnition of tendons in pre-stressed concrete members

RF-TENDON DesignDesign of pre-stressed concrete members according to Eurocode 2

*) corresponding standard extension required

2.4 Timber RF-TIMBER ProMember design according to Eurocode 5, DIN 1052 and SIA 265

2.5 Tower RF-TOWERGenerating lattice towers with equipment and loading and design according to Eurocode

2.6 Glass RF-GLASSDesign of planar and curved glass surfaces

2.7 Connections RF-FRAME-JOINT ProFrame joints for frames according to Eurocode 3 and DIN 18800

RF-END-PLATERigid end plate connections according to DIN 18800 Part 1

RF-CONNECTShear connections according to DIN 18800

RF-DSTVTypified connections in steel building construction according to Eurocde 3 and DIN 18800

RF-HSSWelded hollow structural section connections according to Eurocode 3

RF-JOINTSDesign of connections according to Eurocode 3

RF-DOWELDowel connections with slotted sheets according to DIN 1052:2008, DIN 1052:1988, SIA 164/HBT2 and ÖNorm B4100/2

2.8 Dynamics RF-DYNAM BasicAnalysis of eigenvibrations

RF-DYNAM Addition I Forced vibration analysis

RF-DYNAM Addition IIEquivalent seismic loads for earthquakes according to Eurocode 8 and international standards

2.9 Others RF-DEFORMDeformation and deflection analysis for members

RF-MOVELoad case generation from moving loads on members

RF-IMPEquivalent geometric imperfections and pre-deformed initial structures for members and surfaces

RF-STABILITYCritical load factors and buckling modes

RF-SOILINSoil-structure interaction analysis according to Eurocode 7, DIN 4019 and CSN

RF-INFLUENCEDetermination of influence lines and influence surfaces

RF-STAGESConsideration of different construction stages

RF-LAMINATEDesign of multi-layer surfaces

RF-COMProgrammable COM interface

RF-LINKImport of IGES, STEP andACIS files

Cross-Sections

3.1 Thin-Walled SHAPE-THINCross-section properties and stress analysis

3.2 Solid SHAPE-MASSIVECross-section properties,stress analysis andreinforced concrete design

Stand-Alone Programs

4.1 Steel CRANEWAYCrane girder analysis according to Eurocode 3, DIN 4132 and DIN 18800

PLATE-BUCKLINGPlate buckling analysis of stiffened plates according to Eurocode 3 and DIN 18800

4.2 Composite COMPOSITE-BEAMComposite beam design according to DIN V ENV 1994-1-1

4.3 Timber RX-TIMBERContinuous beams, purlins, glued-laminated beams, columns,frames, braces and roofs according to Eurocode 5 and DIN 1052

Integrated Interfaces

Tekla StructuresBidirectional interface for Tekla Structures

AutodeskBidirectional interface with Revit Structure and AutoCAD, reinforcement transfer from RFEM to Structural Detailing

Formats forframeworks (.stp)• German DSTV

product interface• Bentley ProStructures (ISM)• Tekla Structures• lntergraph Frameworks• Advance Steel• Bocad• Cadwork• SEMA

Formats forspread sheet programs• MS Excel (.xls)• OpenOffice.org Calc (.ods)• Text format (.csv)

GeneralCAD Formats• Drawing Interchange

Format (.dxf)• IFC format (.ifc)• SDNF format (.dat)

CAD reinforcementprograms• Glaser -isb cad- (.geo)• Strakon (.cfe)• Nemetschek Allplan (.asf)• CADKON (.esf)

CalculationPrograms• ANSYS APDL (.ans)• SCIA Engineer (.xml)• SoFistik (.ifc)• InfoGraph (.ifc)• Frilo ESK/RS (.stp)