Dlubal - Product Overview
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Dlubal - Product Overview Frameworks Cross-section properties and stress analysis Cross-section properties, stress analysis and reinforced concrete design General stress design for members Member design according to Eurocode 3  STEEL AISC Member design according to US standard ANSI/AISC 360-05 Generating lattice towers with equipment and loading and design according to Eurocode Frame joints for frames according to Eurocode 3 and DIN 18800 Rigid end plate connections according to DIN 18800 Part 1 Shear connections according to DIN 18800 Member design according to Swiss standard SIA 263 Reinforced 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*) Single, bucket and plate foundations according to Eurocode 2 and Eurocode 7 *) orresponding standard c extension required Member design according to Eurocode 9 Flexural buckling design according to DIN 18800 Part 2 Equivalent seismic loads for earthquakes according to Eurocode 8, DIN 4149 and IBC 2000/2009 Deformation and deflection analysis Load case generation from moving loads  RSIMP  CONCRETE Plate buckling analysis of stiffened plates according to Eurocode 3 and DIN 18800 Member design according to Chinese standard GB 50017-2003 Forced vibration analysis Width-to-thickness analysis according to DIN 18800 Member design according to British standard BS 5950-1:2000 Lateral torsional buckling design according to FE Method  DYNAM Basic Equivalent geometric imperfections and pre-deformed initial structures Effective lengths, buckling loads, bifurcation load factors Superimposing results of different structures (construction phases) Consideration of different construction stages Ultimate limit state design according to El-Pl method Width-to-thickness analysis according to DIN 18800 Reinforced 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*) Design of punching shear resistance according to Eurocode 2*) and DIN 1045*) Single, bucket and plate foundations according to Eurocode 2 and Eurocode 7 Defnition of tendons in prestressed concrete members  RF-TENDON Design Design of pre-stressed concrete members according to Eurocode 2 *) orresponding standard c extension required Member design according to Eurocode 5, DIN 1052 and SIA 265 Rigid end plate connections according to DIN 18800 Part 1 Shear connections according to DIN 18800 Continuous beams, purlins, glued-laminated beams, columns,frames, braces and roofs according to Eurocode 5 and DIN 1052 Crane girder analysis according to Eurocode 3, DIN 4132 and DIN 18800 Plate buckling analysis of stiffened plates according to Eurocode 3 and DIN 18800 Composite beam design according to DIN V ENV 1994-1-1 Typified connections in steel building construction according to Eurocde 3 and DIN 18800 Welded hollow structural section connections according to Eurocode 3 Design of connections according to Eurocode 3  Tekla Structures Bidirectional interface for Tekla Structures  Autodesk Bidirectional interface with Revit Structure and AutoCAD, reinforcement transfer from RFEM to Structural Detailing Dowel connections with slotted sheets according to DIN 1052:2008, DIN 1052:1988, SIA 164/HBT2 and ÖNorm B4100/2  General CAD Formats • rawing Interchange D Format (.dxf) • FC format (.ifc) I • DNF format (.dat) S Lateral torsional buckling design according to DIN 18800 Part 2 Ultimate limit state design according to El-Pl method Member design according to Indian standard IS 800 Lateral torsional buckling design according to DIN 18800 Part 2 Flexural buckling design according to DIN 18800 Part 2 Design of planar and curved glass surfaces Plate buckling analysis of stiffened plates according to Eurocode 3 and DIN 18800 Frame joints for frames according to Eurocode 3 and DIN 18800 Dowel connections with slotted sheets according to DIN 1052:2008, DIN 1052:1988, SIA 164/HBT2 and ÖNorm B4100/2 Generating lattice towers with equipment and loading and design according to Eurocode Member design according to Swiss standard SIA 263 Member design according to Eurocode 9 Member design according to Canadian standard CS S16-09 Lateral torsional buckling design according to FE Method Member design according to US standard ANSI/AISC 360-05 Design of connections according to Eurocode 3 Member design according to Canadian standard CS S16-09  RF-STEEL AISC Member design according to Eurocode 3 Member design according to Chinese standard GB 50017-2003 Member design according to Indian standard IS 800 General stress design for members and surfaces Typified connections in steel building construction according to Eurocde 3 and DIN 18800 Welded hollow structural section connections according to Eurocode 3 Member design according to British standard BS 5950-1:2000 Member design according to Eurocode 5, DIN 1052 and SIA 265  2.8 Dynamics  RF-DYNAM Basic  RF-DYNAM Addition I Forced vibration analysis Equivalent seismic loads for earthquakes according to Eurocode 8 and international standards  Formats for frameworks (.stp) • erman DSTV G product interface • Bentley ProStructures (ISM) • Tekla Structures • lntergraph Frameworks • Advance Steel • Bocad • Cadwork • SEMA  CAD reinforcement programs • laser -isb cad- (.geo) G • trakon (.cfe) S • emetschek Allplan (.asf) N • ADKON (.esf) C Deformation and deflection analysis for members Load case generation from moving loads on members Equivalent geometric imperfections and pre-deformed initial structures for members and surfaces Critical load factors and buckling modes Soil-structure interaction analysis according to Eurocode 7, DIN 4019 and CSN  Formats for spread­ heet programs s • S Excel (.xls) M • penOffice.org Calc (.ods) O • ext format (.csv) T  Calculation Programs • NSYS APDL (.ans) A • CIA Engineer (.xml) S • oFistik (.ifc) S • nfoGraph (.ifc) I • rilo ESK/RS (.stp) F Determination of influence lines and influence surfaces Consideration of different construction stages Design of multi-layer surfaces Import of IGES, STEP and ACIS files www.dlubal.com Software for Statics and Dynamics