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Page 1: What’s new in Advance Design 2009 - Graitec | Structural and civil engineering software · 2009-05-01 · What’s new in Advance Design 2009 8/44 Automatic testing A new tool was
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Table of contents

Welcome to AD 2009!...................................................................................... 5 Technology ...................................................................................................... 6

Architecture optimization ............................................................................ 6 64-bit version .............................................................................................. 6 New FLEXLM security system.................................................................... 7 New database component.......................................................................... 7 Automatic testing ........................................................................................ 8 Vista Setup compliance .............................................................................. 8

GRAITEC BIM TECHNOLOGY....................................................................... 9 Eurocodes ..................................................................................................... 11

Combination management – EC0 / EC1 .................................................. 11 Climatic generator – EC1 ......................................................................... 12 Concrete Design – EC2............................................................................ 13 Steel Design – EC3 .................................................................................. 14 Arcelor Cellular Beams – EC3.................................................................. 15

Modeling ........................................................................................................ 16

Tube intersections .................................................................................... 16 View depth management.......................................................................... 17 Compound sections.................................................................................. 18 Section rotation angle in the library .......................................................... 19 New parametric section ............................................................................ 19 Haunch management ............................................................................... 20

Solver ............................................................................................................ 21

Time history analysis ................................................................................ 21 New seismical code – RPS 2000 ............................................................. 21 Semi-rigid links ......................................................................................... 22 Torsionnal additional eccentricity for seismical analysis .......................... 23

Post-processing............................................................................................. 24

Torsors on walls by level / by group ......................................................... 24 DYNamic Reinforcement Solutions .......................................................... 25 New “Analysis – FE results” toolbar ......................................................... 26

New steel design tables................................................................................. 27

Envelope tables ........................................................................................ 27 Sorting of Design sheets .......................................................................... 29

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Connection design......................................................................................... 30 Automatic groups of connections ............................................................. 30 Automatic system creation........................................................................ 31 New result tables ...................................................................................... 32

Connection with Arche reinforcements modules ........................................... 33 Miscellaneous improvements ........................................................................ 34

Link with Effel............................................................................................ 34 Modeling ................................................................................................... 35 Loads and combinations........................................................................... 37 Meshing engine and solver....................................................................... 38 Concrete design........................................................................................ 38 3D DXF export .......................................................................................... 39 Document management ........................................................................... 40

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Welcome to AD 2009! Since the first release, Advance Design has been providing engineers with an immediate productivity benefit with its innovative technology: Full OpenGL modeling, integrated application for dealing with concrete and steel structures, and Result memory technology to update in a single click the entire post-processing scenario until the final report. With the 2009 release, GRAITEC focused developments on user requests: latest version of Eurocodes, capability to deal with large models using full 64-bit compliancy, advanced FEM engine for time history analysis, semi-rigid links, speed optimization, new steel objects, etc. We hope that AD 2009 will help you better manage all your projects and increase your productivity. Welcome to AD 2009!

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Technology Architecture optimization In version 2009, significant improvements were made for speed optimization:

The loads transfer from the loading areas to the supporting elements has decreased by using a multiprocessor algorithm.

AD 2009 is 75% faster when copying of a large number of elements.

30% time savings when moving a large model with rendering mode activated.

64-bit version AD 2009 is available for Windows XP and/or Vista x64. This version allows users to calculate large models in memory and to dramatically reduce the calculation time.

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New FLEXLM security system Advance Design 2009 is available with a new licensing system: FLEXLM. This “software locking” system provides more options in the modularity and the network security configuration. For existing customers, AD 2009 is still compatible with the existing Hasp security system. The choice of security system to use is done in the Security configuration dialog box.

Another benefit is that all Advance products (Advance Steel, Advance Concrete and Advance Design) can be locked from one access point (local file or license on server). Refer to the Starting Guide or the User’s Guide for more information about this new security system. New database component Advance Design has a new SQL database. This is an open relational database, which is safer and more reliable. This is an important feature for the management of the GRAITEC BIM (Building Information Model) technology shared by Advance Concrete, Advance Steel and Advance Design.

The immediate benefit is a more secure database for managing large projects.

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Automatic testing A new tool was developed by GRAITEC to run a standard tests database on a daily basis. This tool runs every evening a batch of tests and generates documents: difference with the references, speed test, charts, etc. The existing database has more than 250 tests covering finite element analysis, concrete and steel design, with French, European and Romanian codes. These tests are also run on several Operating Systems: Windows XP and 32-bit and 64-bit Windows Vista. Vista Setup compliance Advance Design uses Windows Vista’s user management system. Each user can run Advance Design without performing further configurations. User files are installed in specific folders according to Windows Vista.

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GRAITEC BIM TECHNOLOGY The structural design workflow consists of many modifications and repetitive tasks. With the GRAITEC BIM (Building Information Modeling) tools, structural engineers and draftsmen can collaborate better by reusing existing data; errors and mistakes are reduced. Users can manage modifications between the “Engineer world” and the “Draftsman world”. This technology allows users to exchange models between Advance Steel, Advance Concrete and Advance Design and to synchronize modifications between them. The GRAITEC BIM technology also provides export capabilities to standard formats (SDFN, CIS2, IFC 2x3, PSS, VRML, etc.) and synchronization of models with Revit Structure 2009.

With the 2009 release, the GRAITEC BIM system was improved to run more efficiently and to cover as much as possible the different interoperability workflows during an entire project. The technical level of the GRAITEC BIM solution has been improved. This model is dedicated to structural design and drawings and comes with specific objects as the new haunch object, the loads, the results, etc.

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The GRAITEC BIM technology is not only able to exchange geometrical or loading data but also results between Advance Concrete, Advance Steel and Advance Design. For instance:

Advance Concrete users can create reinforcement drawings using the theoretical results from Advance Design (see details on page 25).

Advance Steel users can design connections with the forces on the nodes obtained from the 3D FEM model calculated in Advance Design.

FEM and steel design in AD 2009

Synchronization of the torsors in AS 2009 for connection’s design

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Eurocodes Combination management – EC0 / EC1 Complete automatic Eurocodes combination generator:

ULS combinations: o EQU combinations for global equilibrium check. o STR \ GEO combinations for design.

SLS combinations: o Characteristics combinations o Frequent combinations o Quasi-permanent combinations

Possibility for users to change\adapt the ψ coefficients for specific situations.

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Climatic generator – EC1 New 3D climatic generator according to Eurocode 1:

EN 1991 part 1-3 for snow loads: o Drifted and not drifted snow. o Specific accumulations.

EN 1991 part 1-4 for wind loads including multiple roofs. o Automatic calculation of pressure coefficients by zone

(internal and external coefficients). o Generation on multiple roofs.

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Concrete Design – EC2 New concrete Design engine according to Eurocode 2:

Beam design with the inclined plastic law for steel material. Column design with specific methods (simplified method, nominal

stiffness method, nominal curvature method, general method). Algorithm for automatic buckling length calculation. Automatic creep and shrinkage effects. Option to set minimal reinforcement values. Set angle for transversal reinforcement and concrete rods

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Steel Design – EC3 New steel design engine according to Eurocode 3:

Automatic section class calculation until Class 4. Deflection check. Specific algorithm for automatic buckling length calculation (η1-η2

method). Buckling and lateral torsionnal buckling check. Detailed elements’ design report. Optimization according to user parameters: gap between minimal

and maximal working ratios, filter of the section library, etc.

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Arcelor Cellular Beams – EC3 November 16th 2007 - GRAITEC and ARCELOR-MITTAL signed a strategic partnership agreement to enhance GRAITEC's engineering solutions and to facilitate access of design offices and steel structural workers to ARCELOR-MITTAL products More information: http://www.graitec.com/en/news.asp?NewsID=256

Possibility to define cellular beams in the 3D model (with a real OpenGL rendering) and to design them according to EC3 with the Arcelor’s module:

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Modeling Tube intersections A new feature was implemented to automatically intersect different kind of tubes (e.g., circular, rectangular, square, etc.) in 3D. This option is available in the “Modify \ CAD \ Subdivide tubes” menu:

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View depth management A new function is available to manage the view depth by defining two values. With this new function, it is also possible to set a rotation value for the point of view. This new functionality is available on the “Predefined views” toolbar:

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Compound sections The user has the option to define a compound section through a new generator:

Several compound sections families. Each profile can be defined from a parametric section or from the

library. Detailed preview of the section with dimension lines. Option to import\export compound sections

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Section rotation angle in the library Option to rotate the sections directly from the library:

New parametric section New parametric section: open rectangular \ square section.

Rectangular open section

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Haunch management New haunch object with a full set of properties:

Definition of the haunch at the beginning and\or the end of a linear element.

Option to define a top and\or bottom haunch. The length and height can be defined with a numerical value or a

ratio according to the length and height of the main beam. Same cross-section as the main beam or a user section. Automatic update of the haunch when the main beam is changed.

Full set of properties and 3D rendering display

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Solver Time history analysis New time history analysis capabilities:

Harmonic functions, explosions, shock, etc. Automatic save of results as equivalent static load case. Save of results depending on a time scale (displacements, speed

or acceleration). Graphical post-processing of results depending on time.

New seismical code – RPS 2000 Automatic generation of RPS 2000 seismical spectrums:

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Semi-rigid links New semi-rigid links between linear elements: the user has the option to define a non-linear law (rigidity-angle) for each degree of freedom:

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Torsionnal additional eccentricity for seismical analysis When performing a seismical analysis on a 3D model (modal analysis), AD 2009 offers the possibility to define an additional torsionnal eccentricity of 5%, on each direction. This option is directly available from the property list of the modal analysis.

The user has to specify the direction that must be applied to this eccentricity (+X, -X, +Y, -Y).

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Post-processing Torsors on walls by level / by group With Advance Design 2009, the user has the option to automatically get the torsors on walls by level and/or by group of walls. The post-processing can be done graphically or through tables in the report and the torsors are given according to the gravity centre of the level or the group. To get the torsors, the user has to activate the corresponding attribute (level or group of walls) in the property list of the systems.

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DYNamic Reinforcement Solutions Advance Concrete has a unique concept: the dynamic reinforcement solution => this technology allows the user to define custom reinforcement templates. A dynamic reinforcement can pertain to a single structure element or multiple structure elements and their connection (e.g., column/footing, beam/column, slab/wall, etc.). The user creates the reinforcement cage using the reinforcement views and reference points. Advance Design is able to import user reinforcement templates created in Advance Concrete. In AD 2009, a new toolbar has been implemented to better manage the DYNamic Reinforcement solutions:

Assign a reinforcement solution to a single or a multiple selection of elements.

Modify a defined reinforcement solution. Delete a defined reinforcement solution. Access the dynamic reinforcement solution manager to check and

modify the associated elements.

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New “Analysis – FE results” toolbar The “Analysis – F.E results” toolbar was changed in order to manage sub steps for specific analysis: a new drop-down list was added to directly access the sub steps.

For modal analysis. For time history analysis. For non-linear analysis.

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New steel design tables AD 2009 improves the reports regarding the steel design results:

Possibility to generate new envelopes tables including steel design results.

New sort options for design sheets. Possibility to get the maximum member’s sheet of a graphical

selection. With these new functionalities, users will have faster access to the required results according to the optimization of their steel structures. Envelope tables Two new tables for the steel design tables:

A table with the maximum working ratios. A table with the maximum deflections

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According to user parameters (in the table properties), these two tables can be sorted:

By element Id. By mesh By design templates. By system. By name.

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Sorting of Design sheets There are 3 new options in the properties of the “Shape sheets” table to generate only the sheet of the element giving the maximum ratio, depending on the user parameters:

Maximum by design templates. Maximum by name. Maximum by system.

In the previous release, it was only possible to generate the whole sheets for the selected elements and the customer spent a lot of time to get the maximum values.

The user can also get this maximum sheet on a graphical selection of elements using the corresponding icon on the “Analysis steel results” toolbar:

In the previous version, this was impossible and the user (in case of a multiple selection) got a warning message requesting a single selection.

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Connection design Automatic groups of connections Advance Design 2009 is able to automatically group the connections of a model according to the common properties:

Type of connection. Connection angle Section of connected elements.

This option is available from the context menu on a selection of connections:

A set of tools is available to the user to select by group or to remove a selection of connections from an existing group. The user can access the group manager to check and modify, if needed, the grouping criteria automatically defined by Advance Design.

This functionality to group the connections is useful to homogenize the connection design: when sending a connection of a group to the design module (Melody Connection), the maximum torsor will be exported.

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Automatic system creation According to some user settings, Advance Design is able to automatically create the right system when the user creates a connection. This powerful feature has several benefits:

The connections are automatically created on predefined systems. The selection of different kind of connections can be done with a

single click. The user can post-process the results on connections by systems

(created automatically). It is easier to manage a large number of connections on large

models. The dialog box to set the preferences for the automatic creation of systems is available on the “Connection” toolbar:

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New result tables Several new tables according to connections:

List of existing connections in the model. Envelope criteria for each type of connection. Maximum torsors by connections or by group. List of connection groups. …

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Connection with Arche reinforcements modules Advance Design 2009 can export to Arche reinforcement modules:

Arche Beam. Arche Column. Arche Wall. Arche Footing.

The export function is available in the main menu or from the context menu of an element. When activating the export function, a dialog box appears where the load cases and the combinations to export to the Arche module are defined. With this new functionality, the user is able to produce automatically the reinforcement drawing in Arche modules with the results from Advance Design:

Advance Design model Beam design

Footing design

Column design

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Miscellaneous improvements Link with Effel When importing an Effel model into Advance Design, a new option allows the user to select an importation by group => all the elements’ groups in Effel will become systems in Advance design with the same defined names.

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Modeling Several small improvements to make the modeling easier and more intuitive: When creating a planar entity (slabs, windwalls, planar load or planar supports), it is possible to use the “DELETE” shortcut to cancel only the last defined point:

The undo function is available on the deletion of openings. New shortcuts to access the CAD functions:

Subdivide: CTRL + B Cut: CRTL + U Trim: CRTL + R

When selecting several systems through the context menu in the Pilot, the number and the type of selected elements appear on the command line:

When deleting a combination defined in a non-linear analysis, the software displays a warning message.

« DELETE »

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New options in the selection tools dialog box: Selection by name. Selection of connections by group. Selection by “Design templates”.

It is possible to isolate a hidden system. In the previous version, the customer had first to display the hidden system before being able to isolate it.

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Loads and combinations The self weight management was changed: the self weight is a property of the dead load case.

It is now possible to apply the damping factor

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⎞⎜⎜⎝

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even on user

spectrums:

The property list of the seismic load case family was improved to display the horizontal and the spectral spectrum. In the previous versions, only the horizontal spectrum was displayed. With Advance Design 2009, the user has the option to update the wind load cases without regenerating the combinations. When the user selects a load in the CAD zone, the corresponding load case is highlighted in the Pilot.

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Meshing engine and solver The default meshing size for linear elements is changed to 1m. To save time in case of a non-convergent model, it is possible to set the maximum number of iterations for the full sequence (FE calculation + steel design). This new option is available in the steel design assumptions dialog box: the maximum number of iterations is 20.

Concrete design For concrete design, the user has the option to define a minimal reinforcement value on linear and planar elements:

This minimal percentage is also available in the design templates.

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3D DXF export Advance Design 2009 can export 2D and 3D DXF files. The export can be done only considering the axes of the elements or with the 3D shape of each section. AD 2009 is also able to create layers according to user systems or according to the kind of elements used in the model.

Advance Design model

AutoCAD models

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Document management It is now possible to set a different language for the GUI and the documents:

When creating a user table, it is now possible to define envelope fields (concomitant or absolute envelopes) by right clicking a column:

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The “Characteristics of eigen vectors” can be generated on a selection of nodes, which is quite useful when the user wants, for example, to get the maximum eigen vectors for just one floor. In the previous version, the eigen vectors were generated for the entire model, and it was a big task to get the needed information from the tables. It is also possible to create a user table starting from a standard table. In the previous versions, the user had no choice other than starting a new table from the beginning.

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Canada GRAITEC Inc. 183, St. Charles St. W. Suite 300 Longueuil (Québec) Canada J4H1C8 Tel. (450) 674-0657 Fax (450) 674-0665 Hotline (450) 674-0657 Toll free 1-800-724-5678 Web http://www.graitec.com/En/ Email [email protected]

France GRAITEC France Sarl 17 Burospace 91573 Bièvres Cedex Tel. 33 (0)1 69 85 56 22 Fax 33 (0)1 69 85 33 70 Web http://www.graitec.com/Fr/ Email [email protected]

Germany, Switzerland, Austria GRAITEC GmbH Centroallee 263a D-46047 Oberhausen Germany Tel. +49-(0) 208 / 62188-0 Fax +49-(0) 208 / 62188-29 Web http://www.graitec.com/Ge/ Email [email protected]

Czech Republic and Slovakia AB Studio spol. s r.o. Jeremenkova 90a 140 00 PRAHA 4 Tel. +420/244 016 055 Fax +420/244 016 088 Hotline +420/244 016 050 Web http://www.abstudio.cz/ Email [email protected]

United Kingdom GRAITEC UK Ltd. The Old Forge Suth Road Weybridge Surrey KT13 9DZ Tel. +44 (0)1932 858516 Fax +44 (0)1932 859099 Email [email protected]

United Kingdom Adris Limited Riverside House, Brunel Road Totton, Southampton, Hampshire SO40 3WX England Tel. +44 023 8086 8947 Fax +44 023 8086 1618 Hotline +44 023 8086 9995 Web http://www.adris.co.uk/ Email [email protected]

Romania GRAITEC Roumanie SRL Str. Samuil Vulcan, Nr. 10 Sector 5 Bucureşti, Romania Tel. +40 (21) 410 0119 Fax +40 (21) 410 0124 Mobile 0729 002 107 Web http://www.graitec.com/Ro/ Email [email protected]