This page provides you with the latest information on the InfoCAD program system and the most important changes with respect to previous versions.
Customers with a guarantee or maintenance contract can download the current program version from the Service page.

License Manager

• Different license variants can now be managed on a single server.
• Error messaging is now possible by using a SMTP mail server.
• Several functions of the tools InfoMonitor and InfoKeyTest have been extended.

General Information

• When using crosshair input, object snap is now active by default.  
• The line support reactions can be labeled with their integral.
• The labeling of line loads and line support reactions has been improved.

Mesh Generation

• The processing speed for large model structures has been increased significantly.

Prestressing System

• The option <Database> enables loading or storing of properties by use of the file Igraph.dat.

DIN 18800

• For the section type 'BEAM' with the options 'Only pressure' and 'Only tension' the stress analysis was complemented.

DIN EN 1992-1-1

• The determination of minimum longitudinal reinforcement for the minimum moments according to chapter 6.4.5(1)DE has been added to the punching shear check.

OENORM EN 1992-1-1

• The determination of minimum longitudinal reinforcement according to chapter 9.4AT has been added to the punching shear check.

General Information

The numeric reinforcement representation for area elements is now separately selectable for the x- and y-direction.

ÖNORM EN 1992-1-1:2005 and DIN EN 1992-1-1:2005

• Considering the specific national regulations, the following checks for reinforced and prestressed concrete structures have been added:

• Ultimate Limit State
  • Minimum reinforcement against failure without warning
  • Bending with or without normal force or normal force only
  • Lateral force under consideration of the minimum level of reinforcement
  • Pure torsion and torsion with lateral force
  • Checks against punching shear
     
• Serviceability Limit State
  • Limiting the concrete compressive stresses
  • Limiting the reinforcing steel stresses
  • Limiting the prestressing steel stresses
  • Minimum reinforcement for the crack width limitation
  • Limiting the crack width via direct calculation
  • Decompression check
  • Limiting deformations

Dynamics

• A static load case may be chosen as an initial condition for the direct time step integration.

General Information

• For the sake of increasing the printing speed for hidden and section representations, the usage of the z-buffer can be switched off.
• The user specific descriptions of design situations are now displayed within the database tree.

EN 1992-1-1:2004

• The following Checks for Reinforced and Prestressed Concrete Structures have been added to the corresponding program modules:

• Ultimate Limit State
  • Minimum reinforcement against failure without warning
  • Bending with or without normal force or normal force only
  • Lateral force under consideration of the minimum level of reinforcement
  • Pure torsion and torsion with lateral force
  • Checks against punching shear
     
• Serviceability Limit State
  • Limiting the concrete compressive stresses
  • Limiting the reinforcing steel stresses
  • Limiting the prestressing steel stresses
  • Minimum reinforcement for the crack width limitation
  • Limiting the crack width via direct calculation
  • Decompression check
  • Limiting deformations

DIN Technical Report

• The check of principal tensile stresses can be limited to the zone of longitudinal compressive stresses.

General Information

• The Hidden view option has been completely revised.
• The new Section Representation view option has been added.
• For rectangular sections, library section and polygons, an average across the section width can be performed for calculating the shear stresses from lateral force. This option is enabled by default for new sections.
• The Condense function now includes the Triangulate option. This option allows you to split rectangular elements into triangular elements.
• The grid generator is now also available for the automatic mesh generation of 3D systems with model faces.

Dynamics

• If available, the number of the excitation spectrum will be indicated in the results for the stationary response.

Nonlinear System Analysis

• A bilinear bedding characteristic in the compressive and tensile sections is now included for area elements.

General Information

• The help system is now available in English. You can switch beetween the languages using the corresponding command of the Options Menu. Additional documents can be downloaded from the internet service page „http://www.infograph.de/enu/service.htm“.
• You can now display the first 999 load case variants to be combined in the action dialogs for DIN 1045-1, EC2, OENORM, SIA 262, and DIN 18800. Load groups to be analyzed according to the deflection theory can be created for selected variants.
• The combination info function was expanded so that the deformations associated with extremal support reactions (or vice versa) can be called up.
• You can create load cases with load groups based on the deflection theory or superposition load cases directly from within the Combination info (shortcut menu).
• The labeling of the section integrals has been completely revised. The font size can be changed.
• A new context function allows to change the orientation of model faces.
• The symbolic representation of the boundary properties can be switched.
• A new branch for spring elements has been added to the database. It allows you to depict all properties including the nonlinear characteristics in the printout.
• A new toolbar with functions of the View menu makes it easier to change the viewport.
• For numerical results representation you can now modify the offered list of base reinforcements.
• You can now define the number of decimal places you want for any graphical display of results.
• The image view can be moved with the mouse by pressing down the mouse wheel.
• From this version on the operating systems Windows 2000 and higher are supported only.

Printing

• A new function on the print list toolbar allows to switch between different print lists.
• Cut-outs can be optionally ordered next to one another in the print list.
• You can define the page frame to be used for the entries in the print list.
• The page formats now support the new @Pfad text variable.
• The page setup now allows you to print the names of graphical views of the print list instead of the page title while using the standard page frame. For user-defined page frames, this function is supported by the new variables @Objekt, @Ordner and @Kapitel.

Loads

• The direction of effect of the local line load on areas can now be defined freely. It is no longer linked to the local element system of the area elements. The corresponding representation has also been improved as a result.
• As regards the structure types 2D Frame and Axisymmetric Shell, the material's specific weight is now also calculated for the dead load load type.
• The new temperature load type has been added for all structure types.
• In the FEM system the dead load load type can optionally be defined for each element. This is helpful, for instance, in conjunction with the construction stages.
• All marked load cases can be displayed simultaneously using the shortcut menu. In this way you can easily check, for instance, if all areas of a slab are assigned a load.

64-Bit Edition

• The 64-bit edition of the program system is offered for the 64-bit windows operating systems. This edition is characterized by a significant higher computing speed and allows the use of the entire available memory.

Finite Elements Analysis

• A new direct equation solver called parallel sparse solver has been implemented. Memory optimization and parallel processing result in a significant speed advantage over the standard equation solver, especially for large systems. It is activated using the FEM analysis settings. The new module is licensed together with the iterative equation solver.
• The program capacity has been increased to 1 million nodes and elements. This now allows you to analyse structures with up to 6 million degrees of freedom. Depending on the size of the system of equations it may be necessary to use the 64-bit program version in conjunction with the parallel sparse solver or the iterative equation solver.
• During the FEM calculation, the processing of geometrically defined point loads, line loads and area loads has been optimized resulting in a considerable increase of speed.
• The failure of tensile supports can be activated individually and for every direction.
• For the calculation of the buckling eigenvalues the required iteration accuracy has been increased.
• The program features spring elements that can be assigned any nonlinear characteristics. This allows for the modeling of numerous effects, including spring deflection, plastic joints, contact and tearing, etc. The spring elements are available for static and dynamic calculations.
• For area elements, the determination of lateral forces has been optimized.

Nonlinear System Analysis

• For nonlinear calculations of concrete constructions the influence of time-dependent creep can be taken into account. The settings are provided within the load group dialog.

Prestressing

• The default value when entering new tendon groups has been changed to fp0.1k = 1500 MN/m².

Dynamics

• The response spectrum for earthquake checks according to EN 1998-1:2004 (EC8) has been added.
• For the load-time function a new time step calculation option has been added. This makes it much easier to map the effect of multiple loads with different load-time functions (transient or periodic) to act simultaneously on the same structure.
• Accelerations are now also combined for the load case combination of results from time-step integrations.

Beam Section

• The british UB and UC profiles (BS 4-1:1993) have been added to the section library.
• The representation of the main stresses σ1 and σ2 has been added to the section stress dialog.

OENORM B 4700, B 4750 and B 4753

• For the crack width limitation, the action combinations according to B 4753, table 1, can now be selected as an option.
• For the check of decompression and concrete tensile stresses in construction stages, the decisive tensile strength according to B 4750, Chapter 3.7.3, and B 4753, Chapter 11.4.2 (3), can now be defined in the Section dialog.

Eurocode EN 1992-1-1:2004, DIN EN 1992-1-1:2005

• New design methods for biaxial bending with normal force according to Chapter 6.1 of the standard have been implemented. At present, the calculation is performed for polygon sections and composite sections within the scope of the FEM’s single design. You can activate the new methods in the Design codes dialog of the Options menu.

Systemviewer

• A new function allows to show the contours of the system. This results in a clearer representation of complex structures.
• The image view can be moved with the mouse by pressing down the mouse wheel.

License Manager

• Operation as a service is now also possible using Windows Vista.
• In the service mode no dialogs are executed. Instead, settings are made using the expanded InfoMonitor help tool. Error messages are now written to the Windows event log.
• The settings are no longer written to the registry but rather to the InfoNetKey.ini file.