Release notes
Overview of the published InfoCAD program versions
Version 24.0 - 30 July 2024
In the design of reinforced concrete composite cross-sections, an inadmissible geometry was erroneously reported in certain cases. When calculating the response spectrum, the superposition of the line hinge forces according to the CQC/SRSS method was missing, which could lead to an abort in the following load case and action combinations. In the shear force design of shells with high tensile force and low shear force, the longitudinal reinforcement to avoid shear force reinforcement may not have been determined correctly. When using the InfoCopy utility program, data could be lost in a file that was opened by another process with write access.
Version 23.2a - 31 May 2024
In the bridge construction checks according to the recalculation guideline, the fatigue verification for torsion was not performed if the design for shear force was deactivated. In the solid construction checks, the beam reinforcement was incomplete in certain cases if the situation-specific storage of the reinforcement and the complete combination of internal forces were selected. The steel checks were greatly slowed down under complete combination and a large number of class 4 cross-sections. The geometric temperature load may not have been processed correctly when inserting it into a load group. For design objects, an inadmissible edge distance of the reinforcement was erroneously reported in certain cases.
Version 23.2 – 17 April 2024
In the shear design for circular cross-sections, the combined representation Asb.r + cor. Asb.T was not correct. In the torsion and shear joint design according to EN 1992-1-1, the concrete tensile strength fctd was generally determined with alpha.ct = 0.85 and thus the required reinforcement was determined higher than necessary under certain circumstances (except NA Germany). In the shear joint design according to OENORM B 1992-1-1, the minimum reinforcement ratio according to Eq. (7AT) was not taken into account in Eq. (6.25) and thus the shear resistance vRdi was determined too low under certain circumstances. In the check combinations according to SS EN 1992-1-1 and BS EN 1992-1-1, higher values than required were proposed for the safety factor gamma.P of prestressing in the dialog. The spring constant of line hinges may have been related to the wrong element edge. In the load case combination, the results of non-selected combinations were also deleted.
Version 23.1.1 – 19 September 2023
The design check program could abort in certain cases with the error 'Filename.fem contains an unexpected object'.
Version 23.1 – 21 August 2023
In the shear joint check, the strain state could not be determined in certain cases. The 'Last combination' command incorrectly reported an incompatibility in certain cases. In the 'System Parameters', the number of existing load cases may not have been determined correctly.
Version 23.0a - 21 April 2023
When using line joints, the check program or the system viewer could not be started. In the data editor, some table entries could not be saved. Holes were not taken into account in the polygonal mesh generator. Incorrect boundary descriptions could cause the mesh generator to abort. In the design situation for earthquakes according to the Eurocode base document, modified partial safety factors of the building materials were not taken into account.
Version 23.0 – 29 March 2023
In the torsional buckling check according to EN 1993 for I-beams, the web width was not correctly applied when calculating the rotation bedding from the profile deformation. In the crack width check according to EN 1992, the graphical representation of the steel stress was missing when the check was performed for the top side of the cross-section. In the bridge construction checks according to EN 1992, the action DS (support settlement) was not processed correctly when the 'complete combination' was selected.
Version 21.3.1 – 27 October 2022
During the dynamic analysis of structures with spring elements or line joints, a program abort could occur.
Version 21.3 - 25 October 2022
In the action dialog of the bridge design, a program abort could occur when processing load cases in groups. In the fatigue check of the concrete compressive struts of design objects, the torsional stress component was sometimes not determined correctly if the center of gravity of the cross-sections was selected as the reference system for the internal forces. Furthermore, the result data set could degenerate if this check was deactivated for individual check locations. In the case of a separate shear check for the x/y direction of area elements, the reinforcement selected for individual situations in addition to the maximum values may not have been saved correctly.
Version 21.2a (License Manager) - 21 September 2022
When operating the license manager for network licenses, an unplanned termination of the associated service could occur.
Version 21.2 – 15 August 2022
In the deformation check according to EC5, the log and the maximum of several quasi-stable situations were not saved correctly under certain circumstances. In the shear joint check, the automatically determined height position was not correct in special cases.
Version 21.1c – 3 May 2022
During calculations according to Th. 3rd order, a singular stiffness matix could occur incorrectly under certain circumstances. When clicking a print list entry, the 3D section area was ignored in some cases. Clicking on a print list entry with a fire curve, a program abort could occur.
Version 21.1b – 11 April 2022
The table 'Total weight of concrete' was not displayed correctly. A speed problem occurred during the concrete design checks of a large number of elements. When copying geometric loads, one of the loads was not saved under certain circumstances. A program abort could occur when radially aligning supports.
Version 21.1a – 29 March 2022
Clicking on a print list entry with isoline display could cause a program crash.
Version 21.1 – 28 March 2022
In the bridge analysis based on DIN EN 1992-2, the coefficient gamma.p,fat was assumed to be 1.15 instead of 1.25 in the fatigue analysis for tendons with approval according to DIN 4227. The checks of design objects enclosing post-tensioned bars with subsequent bond and eccentrically defined cross-section, creep and shrinkage were treated as for bondless prestressing under certain circumstances.If the option "Design without consideration of given reinforcement ratios" was selected, the required reinforcement in the y-direction may not have been displayed correctly for area cross-sections with specified basic reinforcement.
In the punching shear check according to EN 1992-1-1 (basic document and NA Great Britain), the shear stress in equation (6.53) may have been set too high for circular edge and corner columns. In the action combinations according to SIA 262 and EN 1991-1-1 with NA, the combination of internal forces for cross-sections of design objects may not have been determined correctly if they were defined in an alternative design group.
Version 21.0b – 29 October 2021
For areas with arcs or circles, an unscheduled error message could occur in the mesh generator. The area was then not meshed.
Version 21.0a – 22 October 2021
If several polygonal mesh areas were entered, a program abortion could occur. Circular recesses within model surfaces could lead to a program abort during meshing. After importing IFC files with cross-sections without a valid material definition, the program could abort when the cross-section dialog was called. If individual reinforcement layers were fixed within the concrete tension zone, the output of the robustness and minimum crack reinforcement may not have been correct.
Version 21.0 – 7 October 2021
Annual update with a lot of interesting extensions.
Further information is available on the News page.
Version 20.1c – 15 March 2021
When renumbering cross-sections, unwanted entries could occur at the end of the model margins. When deleting load groups from the load group table, a program abortion may occur.
Version 20.1b - 3 March 2021
When moving objects to invisible layers, a program abortion may occur.
Version 20.1 - 2 February 2021
Using the "Mean in element" output option, the area reinforcement was possibly not displayed correctly. For design objects in connection with inactive tendon groups, the graphical output of the statically determined part P0 of prestressing was not correct. For insertion load cases within a load group, the defined load factor was not considered for 2D and 3D frames. For a group of line joints with defined spring stiffnesses, the spring stiffness at the transition from one line joint to the adjoining line joint was not determined correctly. During fatigue check for lateral reinforcement within the bridge recalculation on check level 2, the strut angle according to Equ. (12.23) was calculated with a concrete strength fcd determined by the coefficient alpha.cc = 1 instead of 0.85.
Version 20.0a - 2 September 2020
When opening the SIA settings, the 2013 output was always set. When printing a polygon from the print list, the label was positioned incorrectly. The colour legends were sometimes displayed with dimmed colours. The conversion of IFC objects has been improved. The (new) numerical result averaging in the element was corrected.
Version 20.0 - 12 August 2020
Annual update witha lot interesting extensions.
Further information is available on the News page.
Version 19.2c – 5 June 2020
The labels for linear support reactions could not be selected.
Version 19.2b – 20 May 2020
The 'Update' function in the construction stages led to an endless loop.
Version 19.2a – 19 May 2020
The dialog for entering a line load could not be started. The context function 'Divide model face' was reactivated.
Version 19.2 – 15 May 2020
InfoCAD was extended by a message channel for direct user information.
The soil pressures for volume elements could not be displayed. In decompression check, regardless of the user specification the combination according to exposure class was always used (EN 1992-1-1, EN 1992-2 with NA Austria, Sweden, Great Britain). During recalculating of bridges, a ring-shaped specification of the effective tensile zone was only taken into account for crack checks on the basis of DIN EN 1992-2. When checking design objects, loss of tension due to creep and shrinkage was disregarded if the elements determining the losses were not made of concrete but of free material.
Version 19.1 – 28 November 2019
The pushover analysis for the non-linear detection of the earthquake safety for buildings has been implemented.
The crack direction in the calculation of nonlinear surface structures was possibly not determined correctly. In bridge recalculation on check level 1, the main compressive stress in box girders was always verified according to DIN-TR 102:2003 in state I irrespective of the user setting.
Version 19.0a – 9 October 2019
The dialog for the analysis settings 'Dynamics' has been corrected.
Version 19.0.1 – 30 August 2019
Updates have been made in the listing of the concrete checks. The load type temperature by using the arc length method could be handled not correctly.
Version 19.0 - 15 August 2019
In the setup of 13.8.2019 the uninstaller may be not registered correctly.
Version 19.0 - 13 August 2019
Annual update with focus on user interface, nonlinear calculations and concrete checks.
After copying cross sections between construction stages their material properties were incorrect under certain circumstances. For design objects, a rotation of the cross section was not correctly considered if the center of gravity was selected as the reference point. During checking the reinforcing steel stresses in the SLS for area elements, results of non-relevant reinforcement layers were graphically displayed under certain circumstances.
In the shear check according to DIN 4227, the length of the verification section was not determined correctly under certain circumstances. A new imported Revit® analysis model was not saved under certain circumstances..
Further information is available on the News page.
Version 18.2b - 3 April 2019
The cross-sectional representation could lead to errors in polygons with openings.
There were misrepresentations when element marking when a black background was activated.
The printout of long print lists may been canceled unexpectedly.
Version 18.2a - 7 Mar 2019
Objects outside the screen window were also not selected with 'Select all' or 'Select group'.
The page preview text box may have been positioned differently in the printout.
Version 18.2 - 22 Feb 2019
New results representations; Road bridge recalculation in level 4.
On Windows 10, InfoCAD (64-bit) reported an "OLE initialization error" when certain operating system DLLs were incompatible.
The individual program for crack width limitation erroneously reported an input error concerning floating point values.
The InfoCAD BIM Add-In for Revit® reported an error in a Revit DLL on some installations.
Version 18.1.1 – 30 Nov 2018
A licensing error could cause the BCF editor to become unavailable.
Version 18.1 – 27 Nov 2018
Data exchange in BCF format, British standard for steel and timber.
The script error of the help system on Windows 10 with update KB4458469 or function update 1809 has been fixed.
Version 18.0a.1 – 10 Sep 2018 – Correction for Version 18.0a
When conducting the fatigue check for principal tensile stresses according to Chapter 12.7.4.2 of the German Recalculation Guideline for Road Bridges, the decisive stress range was not determined correctly under certain circumstances.
Version 18.0a – 06 Aug 2018 – Correction for Version 18.0
The InfoCAD BIM Add-In now supports Autodesk Revit® 2019.
Tendons, load models (TS, UDL) and some more objects could not be copied via the clipboard.
When printing the design settings for Eurocode, cross-sections with the material type "concrete" led to an error message.
Version 18.0 - 18 July 2018
Annual update with focus on BIM and bridge construction.
For design objects with eccentric axis position and prestressed cross-sections, the calculation of the absorbable bending moments according to the German recalculation guideline for road bridges was corrected.
Further information is available on the News page.
Version 17.2a - 08 May 2018 - Correction for Version 17.2
During mesh generation on model faces, the properties rotation angle, eccentricity and partial view information defined for these, were not adopted correctly by the elements.
Version 17.2 - 04 May 2018
To calculate the minimum crack reinforcement according to EN 1992-1-1, the coefficient kc under the action 'centrical tension' is no longer calculated according to Eq. (7.2) or (7.3), but generally assumed to be kc = 1.
Further information is available on the News page.
Version 17.1.1 - 18 Dec 2017 - Correction for Version 17.1
Within the lateral torsional buckling check according to EN 1993-1-1, the plastic resistance of round tube sections was not determined correctly.
The internal forces of design objects were not always determined correctly for shell elements with element eccentricity.
Version 17.1 - 07 Dec 2017
New InfoCAD BIM Add-in for Autodesk Revit®.
Eccentricities for beams and area elements.
Further information is available on the News page.
Version 17.0a - 01 Sep 2017 - Correction for Version 17.0
When using the snap mode "endpoint", element nodes could be found.
Entering beam series could result in a program abort.
For DIN Technical Report, definition of new action combinations was blocked.
Version 17.0a - 01 Sep 2017 - Correction for Version 17.0
When using the snap mode "endpoint", element nodes could be found.
Entering beam series could result in a program abort.
For DIN Technical Report, definition of new action combinations was blocked.
Version 17.0 - 22 Aug 2017
Annual update with focus on dynamics, bridge construction and construction stages.
Further information is available on the News page.
Version 16.3a - 16 Jun 2017
Extension of line hinges for modeling of balcony connections.
Further information is available on the News page.
Version 16.3 - 30 May 2017
Revision of construction stages.
Extension for bridge checks.
Further information is available on the News page.
Version 16.2.1 - 17 Feb 2017
Non-linear analysis of prestressed structures.
Revision of IFC objects.
Further information is available on the News page.
Version 16.1a - 20 Jan 2017 - Correction for Version 16.1
When using own loads for TS and UDL and setting a combination coefficient psi = 0, the combination was incomplete.
Version 16.1 - 12 Dec 2016
Extensions for steel checks.
Superposition of laminate stresses.
Further information is available on the News page.
Version 16.0a - 16 Aug 2016
Extensions for timber checks and bridge recalculation.
Further information is available on the News page.
Version 16.0 - 07 Jul 2016
Annual update with focus on bridge construction and pile foundations.
Further information is available on the News page.