AxisVM. Since 1991 from civil engineers for civil engineers. Harrer Chocolat Chocolate Manufacture and Confectionery Shop, , Sopron, Hungary

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1 AxisVM Developer: Inter-CAD KFT Károly krt. 9 suite 606, Budapest 1075, Hungary info@axisvm.eu AxisVM Harrer Chocolat Chocolate Manufacture and Confectionery Shop, , Sopron, Hungary Architect designer: Christoph Huber AW Architekten ZT GmbH Architect designer: Gábor Kiss - Kiss GTI Kft. Structural designer: Tibor Gábor Báthory Since 1991 from civil engineers for civil engineers

2 Simplicity and efficiency AxisVM Continuously developed since 1991, especially for structural engineers with the use of state-of-the-art methods, AxisVM assists engineers in the code-based design process in numerous countries around the world. A x i s V M 1

3 Due to the easy-to-use graphical interface, the software is quick to learn. Features include linear and nonlinear static, buckling and vibration analyses, seismic/time-history analysis. Three-dimensional models can be created with the use of truss, beam, rib, plate, membrane, shell finite elements. Reinforced concrete, timber structures, and structural steel design modules are available for member and connection design, according to Eurocode and corresponding National Annexes, and according to SIA (Switzerland), NEN (Netherlands), STAS (Romania) standards. The software includes a documentation wizard, which can be used to create design documentation in different languages. AxisVM is available in 11 European languages and is a powerful design aid in the hands of engineers throughout 25 European countries. Railway overpass, , Békéscsaba, Hungary Architect designer: MÁVTI Kft. Structural designer: Gábor Tuza, Főmterv Zrt. 2 A x i s V M A x i s V M 3

4 AxisVM is a comprehensive structural analysis and design software for civil engineers The integrated visual modeling system is a fundamental part of the software. The capability to build the complete 3D model within the software makes it an ideal tool for structural engineering purposes by not requiring additional CAD software. Visual modeling allows the engineers to handle graphically and supervise all relevant data and operations of their work throughout the model generation, The software performs static and dynamic analysis on three dimensional structures using linear and nonlinear analysis methods. Using AxisVM, the following structure types can be modeled: frames, trusses, grid slabs, beams on elastic foundation, membranes in both plane strain and analysis, result evaluation processes. AxisVM implements numerical methods, finite elements, and design modules, which support the fast and efficient design of engineering structures (beam, plate, membrane, shell structures), even in the most demanding modeling cases. plain stress, plates with or without ribs, plates on elastic foundation, arbitrary shell structures. Unlimited number of finite elements can be used in a model. Church steeple reconstruction, Piliscsaba, Hungary Architect designer: Róbert Horváth Structural designer: dr. Zsolt Hortobágyi 4 A x i s V M A x i s V M 5

5 General features Software and User s Manual in English, German, French, Dutch, Italian, Czech, Slovakian, Polish, Romanian, Brazilian Portuguese and Hungarian Graphical interface with advanced editing functions Customizable units and formats for all input and output data Cross section database of European, American, and Chinese profiles Graphical cross section editor for unique or built-up cross sections (automatic calculation of cross section properties) Import of cross section geometry from DXF format Material grade database in accordance with EC, SIA, DIN, NEN, etc. Bi-directional connection to architectural and other design software using the latest IFC standard (ArchiCAD, ALLPLAN, Revit and XSteel/Tekla) Export of geometric and graphic data to DXF, STL, BMP, JPG, PNG, and WMF/EMF formats Report wizard creates an associative documentation using numerical and graphic data in any of the available languages (English, German, French, Dutch, Czech, Slovakian, Italian, Polish, Romanian, Brazilian Portuguese, Hungarian) Output interface for XSteel and BoCAD AxisVM calculation engine can be launched from Tekla Graphics card hardwareacceleration is employed when displaying 3D models Telekom Headquarters, 2016, Budapest, Hungary Architect designer: TIBA Stúdió Structural designers: Gábor Balázs, Róbert Kazsimérszky, Péter Markovits MTM Kft. 6 A x i s V M A x i s V M 7

6 Geometry Finite elements Editing the 3D model easily, in any view or perspective Editing planes in any desired location Unique editing grids Handling multi-storey models, storey by storey. Generating the frame geometry directly from the architectural model Orthogonal, cylindrical, or spherical coordinate systems, all with absolute and relative origin Smart curved lines can be defined for beam and rib members, as domain contours Automatic mesh generation for domains and beams Associative dimension lines, elevations, and notes Generation of partial views is possible, even with the use of filters The software automatically categorizes logically matching elements, which makes the modeling and the separated result evaluation very easy Associative working planes can be defined Architectural rendered view of structural members Modeling with BIM cooperation Object-oriented finite element architecture Truss element with linearity, or only-tension, only-compression behavior, even with the use of limited capacity Beam and rib elements for spatial loading (bending, shear, torsion), even with tapered members and/or along curved lines Semi-rigid end connections Plastic hinge at beam ends Membrane elements with plain stress or plain strain Plate elements (bending, shear) Shell elements, incorporating plate and membrane elements Hinges along edges Contact elements for one-way boundary conditions Elastic support (linear, nonlinear) Special spring element for modeling of irregular connections Design of specific composite structures (XLAM/CLP) Tapered shell elements Hollow slabs Composite ribbed slabs Multi-ribbed slabs User defined stiffness matrix for surface elements New building of Central European University (CEU) , Budapest, Hungary Architect designers: O Donnell & Toumey and M-Teampannon Kft. Structural designer: István Kenese - Kenese Mérnöki Iroda Kft. Photo: CEU/ Dániel Végel. 1., and 8-9. pages 8 A x i s V M A x i s V M 9

7 Loads Automatic generation of load combinations according to standards Manual definition of load combinations (for special cases or nonlinear analysis) Mesh-independent loads (concentrated and distributed load on lines, domains, etc.) Automatic generation of model s self-weight Mesh-independent liquid-like loads Fault in length load for truss and beam elements and pre-tension effects Symmetric and asymmetric thermal loading on beam and plate elements Support movements Define mass on nodes (for vibration and dynamic analysis) Automatic distribution of surface loads on beams Automatic generation of wind and snow loads Fire load Football Stadium, , Szolnok, Hungary Architect designer: László Szerdahelyi ASPECTUS Zrt. Structural designer: Balázs Puskás - Terraplan 97 Mérnökiroda Kft. 10 A x i s V M A x i s V M 11

8 Analysis Results Linear and non-linear static analysis Displacements, internal forces, Geometric and material non-linearity Buckling analysis (buckling stresses, and reaction forces at nodes and along lines and on surfaces shape and critical load factor) Vibration modes, natural frequencies lengths for steel design Envelope diagrams Automatic determination of buckling Lateral torsional buckling analysis with custom support conditions Vibration analysis for vibration shape and natural frequency determination Footfall analysis: checking the acceleration due to human induced Buckling shapes, critical load multiplier Direct display of critical load combinations results Diagrams, isolines or isosurfaces Labeling minimum and maximum values of results Labeling results at user specified points vibrations Animated results of buckling Eurocode, DIN, SIA, etc. standards Displaying surface results along Seismic design according to Pushover analysis shapes and vibration modes given section lines Transient loads and time history Mean and resultant calculation Utilizing multi-core processors Integrated internal forces on surface analysis for computation on section lines elements (virtual beams and strips) Influence diagrams Displaying results on isolated model parts Documentation editor and wizard Detailed documentation of design results Harrer Chocolat Chocolate Manufacture and Confectionery Shop, , Sopron, Hungary Architect designer: Christoph Huber - AW Architekten ZT GmbH Architect designer: Gábor Kiss - Kiss GTI Kft. Structural designer: Tibor Gábor Báthory 12 A x i s V M A x i s V M 13

9 Design/ check Setting of default values of design code parameters (steel, timber and reinforced concrete design) Design of beam reinforcement (amount of reinforcement, stirrup spacing, deflections, and crack width calculation) Design check of concrete columns of any cross-section using interaction diagram (considering eccentricity) Analysis of plate, membrane and shell reinforcement, and corresponding crack width Non-linear deflection of plates Calculation of shear capacity for plates and shells Punching shear check for slabs and footings according to EC2 and SIA Design of spread footings and strip footings, with consideration to settlements Design of COBIAX slabs (EC2, SIA) Efficiency calculation of steel members according to the EC3 standard (combined loading, buckling, and lateral torsional buckling) Endplate moment bearing connection according to EC3 Analysis and design of structural steel connections (EC3) Efficiency check of timber members (EC5) Glulam timber design Shape optimization of steel and timber members and automatic economic shape design (EC3, EC5, SIA) Fire resistance assessment of steel structures (determination of the critical temperature) Design efficiencies of XLAM panels 14 A x i s V M Haladás Football Stadium and Multifunctional Sports Hall, , Szombathely, Hungary Architect designer: Bord Építész Stúdió, Péter Bordás Structural designer: János Volkai, Szabolcs Kozák - TM Janeda Kft. A X I S V M 15

10 Ludovika, new educational building of National University of Public Service, , Budapest, Hungary Architect designers: Finta és Társai Építész Stúdió Kft, József Finta, Tamás János Szabó Structural designers: János Volkai, Szabolcs Kozák - TM Janeda Kft. 16 A x i s V M

11 AxisVM Developer: Inter-CAD KFT Károly krt. 9 suite 606, Budapest 1075, Hungary info@axisvm.eu AxisVM Harrer Chocolat Chocolate Manufacture and Confectionery Shop, , Sopron, Hungary Architect designer: Christoph Huber AW Architekten ZT GmbH Architect designer: Gábor Kiss - Kiss GTI Kft. Structural designer: Tibor Gábor Báthory Since 1991 from civil engineers for civil engineers