STAAD.Pro CONNECT Edition V22 Update 11 | 3.9 Gb
Bentley Systems Incorporated is pleased to announce the availability of STAAD.Pro CONNECT Edition V22 Update 11 is the ultimate power tool for computerized structural engineering.
487585 Generic GUI Updates - The details of copyright displayed in the Help>About dialog, is now provided in a localised format.
487616 Documentation and Printing - The routine used to include the Steel Design Detail for a design to AISC 360-10 or AISC 360-05 in a User Report has been updated to catch a formatting issue which caused the routine to crash.
487631 The method used to process the CONSTATS and MATERIALS commands has been revised to improve handling blocks where a named property is associated with multiple material definitions.
487632 Generic GUI Updates - The method used to display profiles defined in the Indian cold formed steel database has been revised to make better use of properties included in the database.
487652 Analysis/Design Engine - The cross section capacity check performed in the Indian steel design of slender wide flange sections has been refined. The initial check is performed to clause 8.2.1.1. Then the capacity is calculated using cl 8.2.1.2 and 8.2.1.3. Cl 8.2.1.3 deals with high shear condition. If a member has high shear, only then capacity will be calculated using Cl: 9.2.2. Cl: 8.2.1.1 deals with webs susceptible to shear buckling. If the member is susceptible, then the shear area will be reduced. This member will then go on to check if High shear is applicable. For member with a slender web and non-slender flange, the area of the section is reduced irrespective of whether Cl: 8.2.1.1 is applicable. Then the high shear condition is checked and the capacity is found. (Note this was previously documented as a known issue)
487680 Analytical Workflow - The GUI handling of profiles defined in the Brazilian welded I (CS) table has been updated to allow these to be specified as other types of wide flange profile, i.e. they can now be defined as tee profiles and with cover plates. Note however, it is not supported as a double profile.
487687 The Editor, Viewer and Other Modules - The routine that manages the association of design envelopes with slabs in the Advanced Slab Design Workflow has been updated to ensure that as envelopes/slabs are edited, the association is correctly updated.
487700 Physical Model Workflow - The details of rigid floor diaphragms defined in the physical model are added into the STD data file in the correct location. However, when returning to the Analytical Workflow, the option to add Floor Diaphragm options from the Analysis and Design ribbon, resulted in the options being added in the incorrect location in the STD file. This has been corrected. Note however, that despite this being added in the Analytical Workflow, this will modify a command generated by the Physical workflow and should be monitored whilst updates to the Physical Model are introduced.
487717 Analysis/Design Engine - The engine has been updated to support the inclusion of UNIT commands defined inside the Reference Load Case commands.
487756 OpenSTAAD - The function to obtain a list of load cases included in any of the defined LOAD LIST commands, GetLoadCountInLoadList() has been updated to prevent the function from failing with runtime error 438.
487769 The Editor, Viewer and Other Modules - The method used in the Steel Autodrafter workflow has been updated to better handle members defined with offsets when multiple plans are generated on a drawing sheet.
487796 Post Processing Workflow - The Member Query dialog has been updated to improve the formatting used in the tables reporting the forces and deflection.
487804 Analytical Workflow - The display of wind loading on taper members when using the open structures method has been updated to align with that used and reported in the output file. Previously the GUI displayed the intensity based on a reduced projected surface area.
487809 Analytical Workflow - The display of wind loading on double angle members when using the open structures method has been updated to align with that used and reported in the output file. Previously the GUI displayed the intensity based on load applied to a single angle.
487821 Post Processing Workflow - The Results Setup dialog has been updated to better handle and reload the selection of load cases that have been defined in envelopes.
487841 Post Processing Workflow - The routine that generates the the result graph from a defined cutline through a series of plates has been updated to better handle producing results from collections of plates that are discontinuous. Previously, this would have resulted in no graph being reported.
487894 The Editor, Viewer and Other Modules - The save and save as dialog box in the Section Wizard module has been updated to correctly refer to the file types *CNS, *.CON and *.SEC as the associated Free Sketch and Section Builder files.
487918 Other Workflows - A number of text strings used in the Steel AutoDrafter Workflow have been moved into a resource library to allow them to be translated for the localised versions of STAAD.Pro
487927 OpenSTAAD - The OpenSTAAD function to add a definition of a parametric model to the STAAD model, i.e Geometry.AddParametricSurfaceToModel() has been updated to improve the initial mesh size when base unit is specified as English.
487930 OpenSTAAD - The OpenSTAAD function Load.AddSeismicLoad() has been updated to account for the range of different seismic load definitions, including IBC 2018.
487931 Generic GUI Updates - When updating STAAD.Pro from an earlier version, a message reporting the details of a backup of configuration settings is displayed, although this was on occasion being hidden such that it suggested the installation may have stalled. This message box is now set to be more prominent so that it is clear action is needed to progress the installation.
487934 OpenSTAAD - The OpenSTAAD function Output.GetMemberEndDisplacements() has been updated to ensure that the input variable to determine the end from which the result is to be reported is correctly managed.
487935 Documentation and Printing - The details of the return value for the OpenSTAAD function Geometry.AddSolid() has been updated to clarify that this is typically the number of the solid eluent that has been created, with -1 indicating a general error, -2001 , cannot find node(s), -5004 unable to add solid.
487940 OpenSTAAD - The OpenSTAAD function Load.AddSeismicLoad() has been updated to ensure that the parameter for direction are correctly assigned, i.e. 1=X, 2=Y and 3=Z
487941 Documentation and Printing - The details of the direction parameter for the OpenSTAAD function Load.AddSeismicLoad() have been updated to clarify that 1=X, direction, 2=Y direction and 3=Z direction.
487942 Analytical Workflow - The processing of the steel design command TRACK has been updated to validate the assigned value against the specified code.
487946 The Editor, Viewer and Other Modules - The Section Wizard - Freesketch module routine that generates a profile in a STAAD.Pro General UPT file to be consumed as an external UPT table, has been updated to ensure that the points that are used to display the shape in a 3D rendered view, have been orientated in line with the member local axes. Note that the axes are mapped such that in Section Wizard the U-U axes corresponds to the local Z axis in STAAD.Pro (or local Y with a model using Z UP)
487958 Documentation and Printing - Clarification added to the parameters of ACI 318-14 such that if using a TRACK 0, then the command TAKE OFF to report the material quantities is currently not supported.
487969 Extern general UPT table is enable to add, edit and delete the sections in this version.
487980 Analytical Workflow - The description provided for the various TRACK parameter options in the concrete design dialogs, have been re-written to better suit the available space and formatting.
488003 Analytical Workflow - The method used to mirror selected parts of the model has been updated to ensure that any newly created entities that have self weight assigned in one or more load cases, have the self weight copied onto them too.
488007 Analytical Workflow - The logic used by the routine that converts an applied wind loading in a given direction onto the model by determining the regions that are surrounded by a connected collection of members has been improved. It can now better account for situations where a node in the identified wind panel could induce additional loading onto members that define a panel on an additional panel that is actually protected by the first panel.
488008 Analysis/Design Engine - The Eurocode 5 timber design has been updated to better account for profiles that have been defined as non-rectangular which the routine is not designed to support.
488011 Analysis/Design Engine - The message reported by the design of timber sections, not from the Canadian timber database, to the Canadian CSA086-01 code, has been updated to clarify that this is outside the current scope and only profiles defined in the Canadian timber database are supported.
488016 Analytical Workflow - The routine used to copy/paste members into the model has been updated to better handle the associated material assignment lists when multiple material definitions have been used.
488027 Analytical Workflow - The routine used to define a MEMBER TAKE OFF command has been updated to ensure that when the command file is created with this command assigned to a GROUP, it uses the parameter keyword LIST to ensure that when the command is processed, only those in the list are included in the output.
488032 Analysis/Design Engine - The Eurocode 5 timber design module has been updated to correct the details of actual tensile stress perpendicular to the grain reported in the output file when a TRACK 2 output is specified.
488033 Analysis/Design Engine - The Eurocode 5 timber design has been updated to account for the direction of load to grain alignment (i.e. ALPHA) in the effect of tensile stress while evaluating for lateral torsional stability check as per Cl.6.3.3.(3).
488042 Other Workflows - The routine used in the Steel AutoDrafter Workflow that displays prismatic and tapered tube sections has been updated to improve the naming convention accounting for the different base units. Note that the name provided for tapered sections will be based on the end depth dimension.
488045 Post Processing Workflow - The routine that displays the 'Force Limits - Stress' on members has been updated to support when the selected load case is the envelope (i.e. the collection defined in the Results Setup)
488052 Post Processing Workflow - The details of the member slenderness checks reported in the Member Query dialog for a member designed to the Eurocode EN-1993-1-1has been updated to display in the correct cell of the displayed table. Note that his issue did not impact the design of the members in any way.
488055 Generic GUI Updates - The routine that creates/updates the *.STD command file has been updated to ensure that if a command such as STEEL TAKE OFF is specified with a group name rather than simple list of members, then the command includes the keyword LIST before the group name (which is identified starting with an underscore character, e.g. STEEL TAKE OFF LIST _GROUP1)
488062 Analysis/Design Engine - Models which have included the option to use a cracked concrete profile using the Indian code, IS1893-2016, as defined in the help topic TR.20.10 Member Property Reduction Factors, now accounts for the reduction in properties according to the code for dynamic load cases such as when a response spectrum loading is defined.
488081 Other Workflows - The Steel AutoDrafter Workflow has been updated to ensure that when generating drawings that are not in the global planes , then vertical members in the selected plane are included in the drawing.
488082 Generic GUI Updates - The routine that parses a file when it is opened has been updated to better handle a situation where a member has been assigned multiple materials. Under certain situations this would result in rogue messages being reported. This has been addressed and now only a warning message is reported on those members stating that the values of the last assigned material will be used.
488091 Validation checks has been introduced to restrict input of negative factor under SRSS load combination.
488095 Post Processing Workflow - The display of a moving load vehicle has been updated to ensure that the location of the defined vehicle is included as well as the loads as was provided in the earlier V8i versions.
488097 Analytical Workflow - The display of trapezoidal pressure loads on plates has been updated to ensure that if the pressure on either side of the plate is defined with the same magnitude (i.e. defining a constant pressure across the plate), then the direction in which the pressure is displayed remains in the applied direction rather than the direction in which the load would vary. Note that this issue did not affect the analysis, it was purely an issue in the display routine.
488103 Generic GUI Updates - The Node Query dialog has been updated to ensure that when the Load information is displayed is displayed by clicking on the Load button, the data that is displayed is consistent with the current displayed load case.
488122 Other Workflows - The Chinese Steel Design Workflow has been updated to better handle wide flange sections defined in an external UPT which have different sized upper and lower flanges
488148 Analytical Workflow - The Load & Definition dialog that allows for the definition of a time history load specification has been updated to ensure that when a definition is created with the option 'Consider Missing Mass' checked, then the command created in the STD file includes the keywords MISSING MASS to include in solving the time history loads.
488152 Analytical Workflow - The routine that updates the Timber Design dialog controls has been updated to ensure that it is possible to add a Check Code command if the dialog is repeatedly opened.
488164 Post Processing Workflow - The method used to display the stress results in a graph window in the Graphs Layout (right click and select Diagrams.) has been updated to ensure that the colour used to display the graph is that shown in the Diagrams dialog.
488200 Analysis/Design Engine - The Mexican steel design code NTC 1987 has been updated to better account for the current unit system when reporting the critical design force and moments values.
488209 Analytical Workflow - The Query dialog box provided for solid entities (displayed by double clicking on a solid using a solid cursor) has been updated to allow the details to be printed as provided for the other objects.
488211 Analytical Workflow - A rouge message box that was displayed when attempting to enter the arrival times in a time history definition in the Loads & Definitions dialog has been removed from the program.
488229 Analysis/Design Engine - A new warning/error message has been added to all design codes that does not support physical member design if a physical member design is requested.
488239 The Editor, Viewer and Other Modules - The link provided in the FreeSketch module of Section Wizard has been updated to point directly to the relevant section in the user help documentation rather than that for Section Builder which was previously implmented.
488248 Post Processing Workflow - The routine that is used to allow the values displayed in results tables to be changed to a different unit (right click and select the option 'Change Unit for this column') has been updated to ensure that the data is updated immediately. Note that this will also update any other column in any table that is based on this same unit.
488280 Analysis/Design Engine - The TRACK 2 heading for the transverse bars for a column design to ACI 318-2014 has been updated to reflect the link type specified with the REINF parameter.
488285 Generic GUI Updates - The format of the header sheet printed direct from a Member Query dialog has been updated to use the current Bentley logo.
488289 Documentation and Printing - The User Report tool has been updated to include details of node supports which have been defined with a one way specification, i.e. tension or compression only.
488290 Post Processing Workflow - The member stress view for members defined as tapered wide flange (Tapered-I) has been updated to better display the location of the four corner stress points depending where the section cut is located. Additionally, the member query elevation view accounts for the way the section profile changes. However, please note that the correct definition of a taper is that the depth of section at start node should be greater than the depth of section at end node. If necessary the member should be defined with the nodes reversed. Refer to the help topic, TR.20.3 Tapered Member Specification.
488291 Analytical Workflow - The dialog that is displayed when editing a section profile that has been specified with the 'Define.' option in the Properties dialog box has been updated to ensure that the associated material is displayed. Previously the dialog would be displayed with the default 'steel' material.
488292 Generic GUI Updates - The rendering of tapered members both in the Structure Diagrams and 3D Rendered View has been updated to better account for the relative position relative to its centroidal axis.
488297 Analytical Workflow - The routine used to define a uniformly distributed member weight as part of a seismic definition has been updated to ensure that if the starting position of the load is set at 0.0, this value is inserted into the command file. Previously, a value of 0.0 would not be included and the command would be incomplete and result in an error when processed by the analysis.
488298 Generic GUI Updates - The routine used to control the display of a model being rotated by holding the right button and dragging has been updated. Note that the centre of rotation can be set as any node by clicking on the node whilst holding down the CTRL and Shift keys.
488313 General GUI Updates - The Properties sheet of a Member Query dialog has been updated to provide a better representation of the cross section of tapered tubes.
488329 General GUI Updates - The Properties sheet of a Member Query dialog has been updated to provide a better representation of the cross section of double angle sections defined with the short leg back to back.
488334 Generic GUI Updates - The search functionality provided to locate actions from the ribbon bars has been updated to ensure that it includes references to the Wind Load Generation Tools, Seismic and User Tools.
488336 Analysis/Design Engine - The routine used in the Norwegian steel design code NORSOK, to select a profile rather than check for compliance has been updated to operate on pipes with a defined thickness >= 6mm.
488342 Analysis/Design Engine - The routine that processes the one way attributes of a member, i.e. MEMBER COMPRESSION and MEMBER TENSION, has been updated to support defining the list using the option ALL.
488344 The Editor, Viewer and Other Modules - The default values associated with each of the shapes provided with the Parametric Sections routine in the Section Wizard - FreeSketch app, have been updated such that they do not violate any of the conditional checks if a profile is created without changing any of these default values.
488362 Analytical Workflow - Whilst there is a specifically designed workflow for the creation and management of physical models, there is a routine in the analytical workflow that can create physical members to be used with a generic analytical model. The routine that allows the creation and deletion of these physical members in the analytical model has been updated to support the undo/redo actions. Note that this does not apply to the models that are created in the Physical Workflow, unless they have been dropped. Physical members created in the Physical Workflow are managed in that environment and cannot be edited in the Analytical Workflow. create and deleted physical member can execute redo and undo.
488364 Post Processing Workflow - The routine that displays a time history result plot has the option to display an average based on the results of a collection of nodes defined in a group which can be selected when the time history layout is first displayed. However, previously, this option displayed all groups rather than just node groups for which the routine is designed.
488366 Analytical Workflow - The routine that is provided to allow consecutive members to be merged into a single analytical member has been updated to ensure that if there is a defined release assigned to the start of the first member of the collection of members being merged, then that release is retained and assigned to the start of the final member that is the resultant of the merge process.
488369 Analytical Workflow - The Job Information provided in the Info section of the backstage has been updated to ensure that if a series of comments have been added or edited, then the edited list is saved with the model. Previously, whilst additional comments could be added, the GUI would not remove any comments that were deleted.
488372 Analytical Workflow - The option to save the data of the STAAD file in an expanded format can be set in the Configurations dialog. However, in doing so, the commands that assigned materials was being written without the MEMBER keyword before the member number. Now the correct syntax is generated for materials using the expanded list format.
488384 Analytical Workflow - The tool that allows a section of objects to be duplicated by mirroring in a specified plane has been updated such that if the option to Mirror Member Orientation is specified, if necessary a new beta angle is created and assigned to the new members. Note that this is designed for symmetrical sections. Where the member has an unsymmetrical profile such as an angle, additional work may be necessary to account for the change in shape that the mirror action should introduce.
488388 Generic GUI Updates - The method used to display a circular hollow tube section in the 3D rendered view that has been defined as a curved member has been updated so that it is displayed correctly.
488395 Analytical Workflow - The method used to merge a selection of beams has been updated to ensure that if one or more do not have a material assigned, the procedure still continues to check and assign any defined beta angle that has been specified from the various beta angles in the selected members.
488397 The inclined support definition dialog is modified to show the correct parameter settings when edited.
488412 Analytical Workflow - The routine that is used to manage loads on members which are sub-divided such as buy inserting nodes, has been updated to ensure that if any self-weight commands have been assigned to the original member in any load case, then that loading is applied to any new members that are created.
488413 General GUI Updates - The Properties sheet of a Member Query dialog has been updated to provide a better representation, and wall thickness of the cross section of circular hollow sections (pipes) defined in a User Provided Table, UPT.
488417 Generic GUI Updates - The Properties sheet in the Member Query dialog has been updated to display the property values using the format defined in the Options>Section Units dialog.
488421 Analytical Workflow - The method used to display loading has been updated to trap a situation which might occur if a load definition used in the current load case has been deleted. For example a wind definition used in the load case is deleted, then the display now identifies the definition as missing, but does not crash the program as would occur previously.
488430 The Editor, Viewer and Other Modules - The icons used to display a number of cold formed section profiles in the Section Database Manager have been updated to better reflect the profile shape associated with the selected table.
488434 Analysis/Design Engine - The routine used with designs of models with the alignment defined with SET Z UP to the Norwegian code NS3472 has been updated to remove excess lines that were being reported in the output file.
488438 Generic GUI Updates - The routine that is used to display the assigned material on the structural objects has been updated to correctly identify the material. Previously a simplified logic was used that could result in a simpler named material if such a material was included in the model.
488442 Interoperability - The routine that is used to import a model from a DXF file has been updated to improve the processing of plates which are defined with four nodes, but two nodes are identical. In such cases this should define a triangular plate and avoid having a duplicate node.
488446 Analytical Workflow - The routine used to display the profiles in the User Table Manager has been updated to ensure that the units displayed are consistent with that defined in the file or the current length unit for new tables.
488447 Analysis/Design Engine - The US timber design to the AITC code has been updated to provide clarification that if a member has failed in slenderness, then the design checks will terminate. This means that if the other checks are performed, an even higher failure ratio may be achieved.
488450 OpenSTAAD - The function Property.SetMaterialID() previously documented is a non-operational function has been formally deprecated. The alternative function Property.SetMaterialName() should be used in its place.
488451 Analytical Workflow - The routine used in merging members has been modified to ensure that the local direction of the component members is taken into account when converting concentrated loads into loads on the new resulting member.
488453 Analytical Workflow - The Load& Definition dialog used to insert the Load Generation (i.e. to automatically create primary load cases of a defined vehicle), allows the inclusion of a pre-defined primary load case. Typically this is defined after all primary load cases, but if it has been inserted before the end of the primary load case definitions, then when editing it, the option to select a primary load case to include is filtered to only those cases already defined before the command in the file. Additionally the routine that is called when a load case is selected and deleted in the GUI has been updated to ensure that if the Load Generator is defined, that does not also get deleted.
488459 Analytical Workflow - The method used by the Load & Definition dialog to manage the definitions of load envelopes has been updated to ensure that if all load envelopes have been deleted, then the section text DEFINE ENVELOPE is also removed from the STD file when the file is saved.
488462 Analytical Workflow - The dialog used to specify a response spectrum to Eurocode 8 2004 specification has been updated to account for the different spectra that would be generated in the horizontal and vertical directions. That means that a definition using X and Z directions is supported, but not X and Y, nor Z and Y. To account for both horizontal and vertical spectra, two separate load cases, each defining one direction should be created and the results combined as needed.
488465 Documentation and Printing - The routine that exports a User Report has been updated to include the type of beam load and unit when exporting a Beam Loads table to match the table displayed in the User Report.
488466 Documentation and Printing - The User Report has been updated to include the data associated with multi-linear supports.
488474 Analysis/Design Engine - The steel design code API 2A has been updated to catch a situation which could prevent the punching shear check reports from being generated and reported in the output.
488492 Analytical Workflow - The routine that displays the global axes symbol on the main graphics window has been updated to ensure that if the vertical axes system is changed in the Configuration dialog, when a new model is started, the global axes symbol is aligned to reflect the current setting.
488498 Generic GUI Updates - The Property sheet of a Member Query dialog has been updated to display the width of both flanges of a wide flange section defined in a User Provided Table, UPT where the two flanges are defined with different widths.
488502 Analytical Workflow - The routine used in the Steel Design dialog that process the API 2A deign parameters has been updated to ensure that all the parameters defined for that code can be edited.
488503 Generic GUI Updates - The Property sheet of a Member Query dialog has been updated to better report the dimensions of a prismatic circle and circular hollow section (pipe) defined in a User Provided Table
488511 Analytical Workflow - The routine that is provided in the Member Query dialog to modify releases on a member has been updated to better handle models with a metric unit system. Previously, if the start or end release was defined with a spring, then if the releases were modified, the values of the spring were not being correctly written out to the file.
488513 Documentation and Printing - The routine used to export a User Report has been updated to better handle data in an output table 'Beam Maximum Relative Displacements' such that for any member, if there is no valid result for the value of Span/Max Z, typically caused by a member being rotated through 90 degrees and defined in a plane frame model, has a value of 0 reported. Previously this caused the export to misalign the data in the exported table which has now been rectified.
488521 Analytical Workflow - The dialog provided to enter the specifications of a cable analysis has been updated to better handle displaying the appropriate parameters needed in the case of a basic or advanced cable analysis.
510113 The Editor, Viewer and Other Modules - The routine used in the Section Builder module of the Section Wizard application that is used to export a profile into a STAAD User Provided Table (UPT) as a GENERAL profile has been updated to include the warping constant Iw, which is identified as the parameter HSS in the UPT. Note that this is only valid for single profiles, for built up profiles, this value should be specified manually.
542213 Analysis/Design Engine - The reporting output for Russian steel design per SNiP 2.23-81 has been updated to better capture a member which has slenderness as the controlling design criteria. Further, it is ensured that the clause reported in the member query dialog box is consistent with the clause producing the maximum effect reported in the ANL. It also includes a minor fix to properly print the bending checks which, in some cases, were missing from the ANL.
544249 Element Joint Load has been renamed as Region Node Load and moved under Nodal Load group
608021 Documentation and Printing - The AISC LRFD verification documents have been reformatted to better illustrate the validation provided.
618712 Documentation and Printing - An additional link has been provided in the Macro Editor to directly access the OpenSTAAD API documentation.
618713 Generic GUI Updates - The routine used to process a data file during a file open event has been modified to address a performance issue when processing very old models that had material data defined separately as CONSTANT data and not in the current format of material objects. Note that after opening such files, if they are saved again, then the data is saved in the current material object format.
619238 OpenSTAAD - The OpenSTAAD function Design.CreateDesignBrief() has been updated to ensure that all design codes can be created.
625162 Analysis/Design Engine - The concrete design routine to the IS-13920:2016 code has been updated to a memory violation that could occur when performing a column joint check.
626698 Analysis/Design Engine - The processing of the two SET commands, SET NOWARNING and SET NONOTE, has been updated to extend the range of locations in the output file that will now avoid having warnings and notes added for guidance, to now include the design section of the output.
645772 Physical Model Workflow - The undo/redo process has been updated to ensure that if a load case is deleted, then reinstated using the redo action, then the original id of the load case will also be returned.
646494 Generic GUI Updates - The display of rectangular prismatic members (i.e. defined with the dimensions YD and ZD) have been updated to display in their correct orientation when the model has been defined with the SET Z UP option, i.e. global Z being the vertical axis.
662045 OpenSTAAD - The function Geometry.GetNoOfSelectedPhysicalMembers(() has been corrected to return the count of selected physical members.
668098 Generic GUI Updates - The program has been updated to manage a situation where the quick access toolbar (QAT) is not correctly formatted which previously caused the application to crash.
668104 Other Workflows - A routine used by a number of components in the Steel Connection Design Workflow and Physical Model Workflow to manage data has been updated to prevent the control from causing a crash if attempting to edit data where no data is currently defined, and the up arrow key pressed
668140 OpenSTAAD - The function Geometry.GetSelectedPhysicalMembers(() has been corrected to return the list of selected physical members in an array.
681376 Documentation and Printing - The help topic, Home > Ribbon Control Reference > Results tab > Results Setup dialog, has been updated to clarify that the Increments value specified here is not used by tables generated by the Results>Reports ribbon.
683092 Other Workflows - The Steel AutoDrafter Workflow routine that processes the section properties has been updated to now support angle profiles that have been defined in a star arrangement.
683706 Analysis/Design Engine - The axial and bending capacity calculations are corrected for RHS/SHS sections that are classified as slender, which were over-conservative when designed to the Australian steel design code AS4100-1998.
693658 Analysis/Design Engine - The design of members to the Indian steel code IS800:2007 uses a method to only use the values assigned to KY and KZ with a non p-delta analysis which was introduced in V22 Update 5. However, if the KG option was specified with the P-delta analysis, this method was not being used and the values assigned to KY and KZ were also being used. This has now been corrected and if the KG option has been set with the P-Delta analysis, the design will still use values of KY and KZ as 1.0 as with the other settings of the P-delta command.
698863 Analysis/Design Engine - The Russian steel design code per SP 16.13300:2011 has been updated to fix the reporting of deflection design results which were missing from the output file..
705169 Documentation and Printing - The help topic 'TR.19.9 I Section.' has been updated to clarify that when this profile is used in a design module, it is only valid to use with checks, and not SELECT or SELECT OPTIMISED
709174 Generic GUI Updates - The routine that manages the different workflow layouts has been updated to account for users who click on the Building Planner Workflow whilst currently operating in the Chinese Steel Design Workflow. This is not a sequence that would normally be expected and appropriate messaging and GUI handling has been included.
714532 Analysis/Design Engine - The joint check design routine for IS13920:2016 has been updated to catch situations where the model includes inactive members which when encountered, would cause the design to crash.
729508 Other Workflows - The Steel Connection Design workflow has been updated to better account to the additional standard Chinese materials that were added in V22 Update 8
738755 OpenSTAAD - A new function to get the beam section name i.e. Property.GetBeamSectionDisplayName() has been added which compliments the current function Property.GetBeamSectionName(), but is better suited to opertae with sections that have been modified by a attribute setting such as Tee, D (i.e. double profile), etc.
782004 OpenSTAAD - The function Load.GetElementLoadInfo() has been corrected in order to return the data based on specified value of load index rather than load type.
787421 Documentation and Printing - The details in the help topic, Home > Ribbon Control Reference > Chinese Steel Design tab > Chinese Steel Design Parameters dialog has been updated to complete details on several items that were incomplete.
788939 Analytical Workflow - The routine that manages the static seismic loads has been updated to ensure that the Chinese seismic loads defined in a load case with the inclusion of the natural torsional moment factor DEC is retained and saved with the rest of the model in STD file. Previously only the accidental torsion moment factor ACC was being saved.
796463 Other Workflows - The component provided to perform connection designs in the Steel Connection Design Workflow has been updated to include and support the RAM Connection V13.4 libraries and provides additional templates for tubular truss type Connection for the AS, NZS codes, additional Gussets Truss type Connection for the CSA, EN codes, new Cap Plate type Connection for the AS, NZS, CSA, EN codes, new tubular end plates splices for the AISC, CSA and EN codes.
798912 Analysis/Design Engine - The design of a model to the ASME design codes defined with the SET Z UP specification has been updated to ensure that the properties associated with the swapped axes are used in determining the actual bending stresses and moments.
805211 Documentation and Printing - The OpenSTAAD documentation has been updated with details of the function GetCountOfSectionPropertyValuesEx() relocated to the Property section.
813155 Post processing workflow - The Canadian steel designs to CSA S16-14 and S16-19 codes have been updated to produce data that can be included in a user report.
816382 Documentation and Printing - Details of parameters supported by the American Transmission code ASCE 10-97 and ASCE (pub. 52) have been updated to remove the reference to UNF and UNL which the codes do no support.
817499 Analysis/Design Engine - The slenderness ratio determination for single angles designed with EN 1993-1-1: 2005, has been updated to better handle the specified LEG parameter. The values relate to that specified in the BS5950 par5t 1 specification.
823206 Analysis/Design Engine - The routine used to determine the forces in the New Zealand NZS 3404 and IS 800 : 2007 steel design codes has been updated to better account for the optional setting of SET Z UP. However, due to a number of reported limitations with using this optional Z UP setting, it is recommended to avoid use of this if possible.
824814 OpenSTAAD - The OpenSTAAD function Load.AddAutoLoadCombinations() has been updated to better account for any load combinations already defined in the model.
824826 Documentation and Printing - The OpenSTAAD documentation has been updated to clarify the parameters and return value.
824901 Documentation and Printing - The OpenSTAAD user documentation for the various analysis commands has been updated to clarify that to create a command with the 'No Print' option the value of the parameter shown as iPrintOption should be set as 0.
824972 Documentation and Printing - The OpenSTAAD user documentation for the root function GetBaseUnit(), has been updated to clarify the details of return values with a clearer example code snippet.
826009 Documentation and Printing - The OpenSTAAD user documentation for the function Load.AddSelfWeightInXYZ() has been modified to clarify that the values for the input direction index are 1 for X, 2 for Y and 3 for Z.
834115 Documentation and Printing - The OpenSTAAD user documentation for the function Load.AddMemberFloorLoad() has been updated to provide further clarification on use of the function including the various input variables and sample code snippet.
834117 Documentation and Printing - The OpenSTAAD user documentation has been extended with details of the function Load.AddMemberFloorLoadEx(), a more comprehensive method to provided by Load.AddMemberFloorLoad()
835930 Documentation and Printing - The Physical Modeller help documentation that describes the details of section profile properties for Generic Type profiles in the topic Home > Ribbon > Tools: Member Ribbon Tab > Add / Assign section dialog, has been updated to provide better descriptions for each of the various properties.
845667 Analytical Workflow - The routine used by the GUI to edit wind load definitions to the Russian wind codes has been updated to ensure that the values defined are used to set the controls in the edit dialog box.
847646 Analytical Workflow - The routine that processes a model when the STD file is opened has been updated to catch an out of range error with the BS5400 steel design code if the TRACK parameter has been assigned a non-supported value. Note that only values of 0 and 1 are supported.
847830 Documentation and Printing - The details of the function Load.GetTimeHistoryResponseMinMax() in the OpenSTAAD user documentation has been updated to clarify the details associated with the input parameters and the sample code snippet has also been updated.
852547 Analysis/Design Engine - The Australian steel design code AS4100:1998 has been updated to treat any value less than 1.0 assigned to the parameter MAIN, for the slenderness check, as a trigger to use the default limit of 400. A similar action has been applied to the parameter TMAIN for checking slenderness in a member in tension, such that a value of less than 1.0 is set to limit the tension slenderness to the default of 180.
852865 Generic GUI Updates - The procedure used after attempting to open a model with a restricted set of commands which have required a non-activated license (such as opening a file with a model with design to a nuclear code with having access to the nuclear license) has been updated to ensure the screen layout is fully refreshed.
862685 Other Workflows - The Steel Connection Design Workflow has been updated removing two templates that were not valid "Moment End Plate BCF 2col" and "Moment End Plate BS 2col" and not intended for inclusion in a commercial release and would cause problems attempting to add user connections to the AISC Connection Database.
862729 Analysis/Design Engine - The method that calculates and reports the total analysis time taken in the STAAD Analysis and Design dialog box, has been updated to better account for very long analyses that exceed 24 hours.
862756 Physical Model Workflow - The graphical display of a wind pressure profile defined in the catalog of the physical modeller has been updated to account for the fact that the definition can now start with a negative height value as introduced in V22 Update 10.
863124 Generic GUI Updates - When an analysis is performed using the Cloud Analysis routine, messages are returned to the program to notify when the analysis has been completed and results are available for download. The routine that handles these messages has been updated to reduce multiple/continual notifications that the results are available.
863285 Other Workflows - The Steel AutoDrafter Workflow has been updated to support models that have been defined in folders using non- ASCII characters.
863581 Other Workflows - The Steel AutoDrafter workflow has been enhanced with an option to utilise an alternative end symbol on members with releases to better suit the drawing standards utilised in regions such as China.
865608 Documentation and Printing - The User Reports setup has been updated to better handle views to identify node objects associated with them to act as filters for the items reported such as Reactions.
In Report Setup Dialog, in Ranges tab the View option was not working properly. Now it is working correctly i.e. now report shows only those nodes who are present in the chosen view.
865685 Physical Model Workflow - The routine used by the Physical Model Workflow to process the data defined in the Job Information block in the STD file has been updated to handle the single quotation mark i.e. '. Inclusion of this character in the Job Information, such as in the Comments block would cause the application to crash when entering the Physical Workflow.
Now the physical modeler data file is written with double quotes(") in place of single quotes('). Single quotes are causing error because it is a valid delimiter in SQL Language.
865753 Interoperability - The iTwin Services has been updated to the latest version of the control, V12.2.
865754 Generic GUI Updates - The scope of testing that is performed with STAAD.Pro has been revised and no longer includes testing on Windows 8.1. Whilst this does not mean that STAAD.Pro will no longer operate on Windows 8.1, it is no no longer a supported platform as it is being removed as a supported platform from Microsoft. It is recommended to use a currently supported Windows platform such as Windows 10 or Windows 11.
866032 Other Workflows - The Chinese Steel Design Workflow dialog, 'Chinese Steel Results' has been updated to remove an identified item called 'Solution' which did not add any data to the results table.
866034 Other Workflows - The Chinese Steel Design Workflow has been updated to ensure that the Table Settings icon provided in the ribbon to configure the Results Table is enabled when the active window is a table. Previously this was disabled and would only be enabled if the current window was the primary graphics window.
866459 Analytical Workflow - The control that allows selected objects to be created by generating a 3D circular path has been updated to ensure that if the option 'Use this point for Beta angle generation' has been set, then the beta angles generated on new beams is saved with the model.
866818 Analysis/Design Engine - The format of the output produced with the TRACK 0 output for EN 1993-1-1:2005 has been updated such that details of up to 10 members are included under a general heading section.
867475 Generic GUI Updates - Wide flange sections displayed with the Structure - Diagrams option '3D Sections - Full sections' has been updated to better sequence the drawing and reduce hidden lines.
868215 Analysis/Design Engine - The concrete design code SP 63.13330.2012 has been deprecated.
868510 Analytical Workflow - The Node Support table has been updated to ensure that when multiple support definitions are assigned to a specific node, (such as when a multi-linear support is assigned to a node with a fixed but with spring) then the table displays the id of the last support assignment.
869487 Analytical Workflow - The routine used to add the Post Analysis Print command to report the model centre of gravity, i.e. PRINT CG, has been updated to ensure that the command is included in the input file when the model is subsequently saved.
869941 Analysis/Design Engine - The routine used in the Japanese steel design AIJ codes that can select a profile from the CT database has been updated to ensure that the section is selected from the correct table.
869970 Other Workflows - The routines used in the Steel Connection Design workflow, Ribbon options, Select Joints>. have been updated to correct an index issue resulting in the selection being of the type being different from that chosen.
870096 Analysis/Design Engine - The details of transverse rebar reported from the ACI 318-14 when using a non English based unit was incorrectly reported due to a duplication of conversion factor resulting in over conservative requirement.
870907 Generic GUI Updates - The Backup Manager feature included in the backstage area of the GUI, i.e. File>Backup/Restore, which was revised in the V22 Update 2 release, was previously included in the ribbon layout and an option to include that in Quick Access Toolbar (QAT) remained, which was no longer valid. If the icon was added into the QAT and initiated, then it would cause the application to crash and thus this remnant of the older system has been removed.
871569 Generic GUI Updates - The rendering of User Provided Table (UPT) I-Section members in the 3D Rendered View has been updated to better account for the relative position relative to its centroidal axis.
871760 Physical Model Workflow - The routine used to provide 'What's New' information in the Physical Model Workflow when the program is first run has been updated to allow for localisation.
872190 Generic GUI Updates - The logic used in the routine that displays a 3D view has been updated so that if the selected objects are nodes, then that means no beams or plates are selected and thus no structure would be displayed, has been changed so that in this case, the whole structure is displayed instead.
875268 Other Workflows - The Steel Connection Design Workflow handling of the Chord Branches template for tubular connections has been updated to address an issue in the section definition validation routine that would cause the application to crash if the branches were defined with different section profile shapes.
875271 Other Workflows - The Steel Connection Design Workflow results diagram generated with a connection from the Chord Branches template has been updated to be displayed on a black background that allows the details of the connection to be seen.
875290 Physical Model Workflow - The method used in creating the analytical STD data by the Physical Modeller Workflow has been updated to remove any comma characters defined in a material name as this not supported by the analysis engine. Hence a material defined as say 'Material, name' is defined in the STD file as MaterialName.
875326 Generic GUI Updates - The routine that parses the data file when it is opened, has been updated to catch a situation in which an automatically generated block which is indicated with the text, '<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!' and then terminated by the text '!> END GENERATED DATA BLOCK', is missing the terminating text. Previously, the GUI would not report this, but would result in an error being thrown by the engine when the analysis is performed. Note that the error is indicated by the text encountered immediately after the location where the end marker would typically be expected to be.
875750 Analysis/Design Engine - The design of taper members to the Eurocode EN-1993-1-1 code has been updated to ensure that each taper profile is designed with the the properties associated with its dimensions. Previously, an intermediate value used in the calculations was determined for the first taper member and the same used for all taper members.
875867 Other Workflows - The routine in the Steel Connection Design Workflow has been updated to improve the detection of joints which meet the requirements of "Column - beam- braces joints" and "Horizontal Beam-Beam-Brace joints" which were being missed if the base node common to both horizontal and vertical braces.
876009 Analytical Workflow - The routine used to generate beams by selecting a collection of nodes, i.e. the ribbon tool, Geometry>Beam>Connect Beams'>.', has been updated to better handle nods that are not sequential in the specified direction. Previously this would have resulted in the generated beams overlapping.
878180 Analytical Workflow - The routine that is used to create new beams by selecting beams that intersect, has been updated to better account for situations where the selected beams have trapezoidal loading assigned, the loading on the new beams will now be assigned and distributed to form an equivalent overall load.
878784 Generic GUI Updates - The routine used to display the various language versions available in the Configurations dialog has been updated to address an issue which could occur when updating an English version with a localised Chinese or Japanese version when the update was initiated through the Connection Client.
879356 Other Workflows - The procedures used to process the data from a Steel Connection Design Workflow has been updated to improve handling connections that have been defined with errors so that they do not cause the application to crash. These become set to 'Not Designed' and the error can be checked using the Connection Pad interface.
879463 Other Workflows - The logic used to determine Column-Beam-Brace connections in the Steel Connection Design Workflow has been updated to catch situations which are outside the scope of the connection and previously caused the application to crash.
879845 Other Workflows - The Steel AutoDrafter Workflow has been updated to ensure that if the model is saved in this workflow, the GUI is refreshed.
879925 Analytical Workflow - The controls provided in the tool Parametric Models, for generating a mesh of finite elements, has been refactored to address a number of issues which would cause the mesh to be inconsistent when used with different unit systems. Additionally, the options provided have been simplified so that the mesh type can be defined as either Quad or Triangular and the Boundary conditions better assigned according to the options of None (i.e. the mesh will not introduce any additional nodes along the boundary), Optimize (i.e nodes will be added along the boundary to best meet the target element size) or Define, (i.e. the edge between defined boundary nodes will be divided into the given number of segments)
880937 Analytical Workflow - Additional shortcut key combinations have been added to activate the actions available from the ribbon bar. These are initiated by clicking the 'Alt' key. followed by the key identified next to the relevant button.
881144 Analytical Workflow - The list of available design codes displayed in the Concrete Design dialog box has been updated with the removal of the Chinese code GB50010-2002 which has been deprecated.
881934 OpenSTAAD - Additional functions have been added to extend the range of control that OpenSTAAD can remotely exert over an actively running instance of STAAD.Pro, namely, Geometry.MergeNode() to change all objects connected to the current selected nodes to a defined node number. View.CreateNewViewForSelections() to create a new view of the selected objects in the existing window. View.CreateNewViewForSelectionsEx() to create a new view of the selected objects in either the current or a new window. Geometry.Intersect(). Split and connect together overlapping beams. Geometry.BreakBeamsAtSelectedNodes(). Divide beam at nodes defined along its length Output.GetMemberSteelDesignResults(). Obtain the results of the last design performed on a given member Property.UpdatePropertiesToDesignSection(). Update the model with the last section properties from a design using SELECT or SELECT OPTIMISE
883481 Analysis/Design Engine - The routine used to process UDL loading on extremely small members (<=1mm) has been updated to ensure that these loads are included in the analysis.
883657 Documentation and Printing - The details of the OpenSTAAD function Views.SetInterfaceMode() has been updated to reflect the supported range of workflows.
884080 Analytical Workflow - the control that creates Beta Angles provided in the Properties dialog has been updated such that if the option 'ANGLE' or 'RANGLE' is selected, the keyword is created and assigned to the member rather than being converted to the beta angle that is specific to the member(s) that it is assigned to.
884136 Analytical Workflow - The procedure used in the assignment of a composite deck has been modified to catch an issue that would occur if the members being assigned did not have a material defined which caused the application to crash. In order to define a composite deck zone, the members should all be defined with suitable profiles and materials.
884420 Other Workflows - The routine used in the Steel Connection Design Workflow that identifies the various components of a Chord Branches connection (CHB) and Truss Gusset Branches connection (TGB), has been updated to better identify the beams that would make up the braces.
884459 Other Workflows - The routine used in the Steel Connection Design Workflow that allows the connections defined as Beam/Girder to be swapped (i.e. the member which is the primary girder for the connection detail), though clicking the ribbon icon 'Identify Beam and Girder', has been updated to ensure that once the editing has been completed in the table displayed and the OK clicked, the refresh of the connections did not cause the application to crash which could occur when the connection were horizontal.
885906 Documentation and Printing - The user documentation topic TR.26.1 Define Material has been updated to include details of the optional TYPE parameter.
886034 Other Workflows - The routine used in the Steel Connection Design Workflow to render the beam above a column with cap-plate and beam splices has been updated to use the same colour for the beam sections on either side of the connection.
Other Workflows - The routine used in the Steel Connection Design Workflow to design HSS Columns with cap-plates has been updated to account for the orientation of the column profile such that if a beta angle of 90 or 270 degrees is assigned, then the column orientation is set to 'Transversal' in the design. Note that other angles are not supported, all other beta angles will be designed as a 'Longitudinal' orientation, although can be set as 'Transversal' in the connection pad.
886155 Other Workflows - The Chinese Steel Design has been updated to support Table 3.5.1, Note 3 to check a box shape beam with single side bending use the H shape clause.
888492 Analytical Workflow - The dialog that allows for the definition of a dynamic time history load which can later be assigned to the model and included in a load case, has been updated to better handle the fact it is defined in two parts, the definitions of the forcing functions and then the various arrival times that the forces will be starting at. Previously, if the definitions were created incomplete without any arrival times, this could cause the application to display a strange message and ultimately crash as this was an unexpected condition.
888833 Analytical Workflow - The dialog provided in the Analysis layout to add analysis commands has been updated to ensure that if a 'Change' command is requested there is a suitable analysis command already defined. Previously, adding the Change command without a suitable analysis command would result in the application crashing.
889073 Generic GUI Updates - The Properties sheet in the Member Query dialog has been updated to display the thickness of the lower flange of a UPT wide Flange section which does not have a specific thickness defined (i.e. TF1), to be the same as that of the upper flange, (i.e .TF).
889323 Generic GUI Updates - The management of the controls provided in the View ribbon to manage Views has been updated to better handle the Rename View control. This should only be activated when the views have been saved. Previously, this was not being reset correctly meaning that it was still active when it shouldn't and if clicked would cause the application to crash.
890008 Other Workflows - The routine that processes member profile definitions in the Steel AutoDrafter Workflow has been updated to address an issue which was failing to correctly reference the profile of members that have also been defined as part of a physical member.
890712 Interoperability - The import of a model using iTwin Services into the Physical Model Workflow, has been updated to address an issue that would occur if one or more members were defined without any material definition. These members are now allocated a default material 'Unnamed' which has no material property data associated, so would need to be edited before analysis or another suitable material assigned in its place.
892631 Generic GUI Updates - The logic that is provided with the View Management control to create a library of sub-models which can be viewed in isolation from the rest of the model, called Detach View, has been updated to allow multiple such sub models to be created. Previously, once one such sub-model view was created, the control would disable the command and not allow additional views to be created.
895449 Analysis/Design Engine - Concrete column design to IS-13920:2016 and 1993 has been restructured to improve the time that was being taken for the shear design by eliminating a performance drag which had been identified.
896284 Physical Model Workflow - The logic used in the tool that is provided to test for validity of defined surface regions has been updated to better identify the relationship of the nodes used to define the region compared to the surface the modify. The test would previously occasionally incorrectly identify a failure of the regions nodes being not within the zone defined by the parent surface.
896470 Generic GUI Updates - A number of text strings which were previously hard coded as English text, which are used in the Chinese Steel Design Workflow have not been moved to an associated resource library to allow them to be localised.
897137 Analytical Workflow - The routine used by the Load Combination dialog to validate the creation of a new load combination has been updated to address an issue which was identifying an edit of an existing load combination as being a new combination with an id that already existed and thus reported it as invalid. This logic has been corrected.
899220 Analytical Workflow - The 'Howe Bridge' truss wizard provided in the Structure Wizard module has been updated to validate that the number of bays in the truss span must be even due to the required symmetry of this type of truss. Previously attempting to specify an odd number would cause the application to crash.
901879 Documentation and Printing - Clarification has been provided to explain the logic in how the contour maps are determined from the plate centre an/or corner forces/stresses.
902534 Analysis/Design Engine - The routine used by a number of steel design codes that processes a member selection command which has been used in conjunction with a load list of envelopes in the load list such both strength and serviceability envelopes are included, has been updated to address an issue that could cause the final step to fail, although the optimum profile has been identified. This applies to the AISC 360:05/10, IS 800:07, CAN S16-09/14/19, NZS3404 steel design codes.
902554 Generic GUI Updates - The display of RHS sections defined in a TUBE UPT, have been updated to display in their correct orientation when the model has been defined with the SET Z UP option, i.e. global Z being the vertical axis. The display of UPT Box members have been updated to display in their correct orientation when the model has been defined with the SET Z UP option.
902558 Analytical Workflow - The procedure used in the assignment of a composite deck has been modified to catch an issue that would occur if the members being assigned did not have a section profile defined. Now a suitable guidance message is displayed confirming this requirement. In order to define a composite deck zone, the members should all be defined with suitable profiles and materials.
902645 Other Workflows - The Chinese steel design routine has been updated to correctly handle designs which include multiple taper members.
904152 Generic GUI Updates - The AutoRecovery service included in STAAD.Pro has been updated to better manage permissions associated with the backup files to ensure that if read/write permissions are not granted, then the program does not terminate when opening a file.
906517 Other Workflows - The default properties associated with Canadian bolts provided in the Steel Connection Design Workflow have been updated to include values that were previously not supplied.
907510 Analysis/Design Engine - The design of members to IS800:2007 has been updated to support models where the material definition is not defined but instead is specified in the legacy format of a collection of explicit constants.
907982 Analysis/Design Engine - The processing of the MODAL CALCULATION REQUESTED command has been updated to trap and report a warning if the option MISSING MASS is added when the eigen method has previously been defined as Ritz Vector, as this method is not supported. The mode shapes will be calculated, but not using MISSING MASS.
909840 Analysis/Design Engine - The design of concrete columns in tension to the Indian IS-456:2000 code has been updated such that the determination of the minimum percentage of reinforcement is based on the required area based on the applied loading as per clause 26.5.3.1 b) rather than the actual provided area as was implemented previously.
910286 Analysis/Design Engine - The module for designing cold formed sections to the Indian IS-801:1975 code has been updated to correct the determination of the effective element buckling width and the neutral axis to of very thin UPT sections such as angles with lips, channels with and without lips and hat profiles. Note that this is a further update on the modification implemented in V22 Update 10 (see issue 685056)
910736 Analysis/Design Engine - The memory management implemented has been updated to improve handling models with large numbers of finite elements and load cases/combinations resulting in the production of large result data sets for the the plate corner forces calculations typically caused by not including a SET NL command or by specifying it with a value that did not allow for the results sets that would be produced. This memory management issue would cause an overflow and result in the analysis process to crash.
911243 Other Workflows - The connection pad that provides the details of a connection design in the Steel Connection Deign Workflow has been updated to ensure that the contents of the guidance provided in the help panel at the base of the dialog is displayed.
911320 AISC 360-16 method for accounting torsion force for case 9, i.e., concentrated Torque, one end fixed, another end free, has been updated. Internal torsion force that should have been the fix end moment along member's local x-axis or the maximum of the local-x-axis moment at end nodes was determined as the sum of the local-x-axis moment at end nodes leading to greater than the actual torsion force.
915730 Analytical Workflow - The Automatic Load Generator rules for the Chinese GB5002 load combinations has been updated to include a prefix of SLC for loads generated with the Seismic Serviceability category.
917108 Other Workflows - Four new sample models are provided with the installation that illustrate various aspects of the Chinese Steel Design Workflow and loading.
917279 Licensing / Security/ Installation - The installation has been updated to include and install the current version of the CONNECTION Client module (11.00.05.34). This is the heart of the Bentley license service and a pre-requisite for using any Bentley application.
924912 Analysis/Design Engine - The internal method used by the Canadian steel design to CSA S16-19 has been refactored to better handle members defined as TRUSS. There are no changes to the design itself.
926399 OpenSTAAD - The function Property.GetElementOffsetSpec() has been updated to prevent a crash that would occur if the plate identified did not have any offset specified.
927056 Other Workflows - When a parameter set is created in the Chinese Steel Design Workflow, when setting the Member Type to 'Truss Member' or 'Column Member', the optional setting of compression and tension slenderness checks is now activated by default.
940127 Physical Model Workflow - The releases on finite elements produced by a surface with edge releases has been updated to ensure that the definition of the release on the surface matches the releases on the finite elements.
945896 Physical Model Workflow - The routine that loads the data into the Analysis Commands dialog has been updated to catch when an analysis set is defined without a name. Previously this would have caused the application to crash.
958492 Physical Model Workflow - The routine used to generate the releases on plates of the analytical model has been updated to ensure that if a release has been defined on the corner of a surface AND the edges that meet at that node have NOT been assigned any release, the release is still created on the relevant plate from the resulting mesh.
STAAD.Pro CONNECT Edition is the most popular structural engineering software product for 3D model generation, analysis and multi-material design. It has an intuitive, user-friendly GUI, visualization tools, powerful analysis and design facilities and seamless integration to several other modeling and design software products. The software is fully compatible with supported Windows operating systems.
For static or dynamic analysis of bridges, containment structures, embedded structures (tunnels and culverts), pipe racks, steel, concrete, aluminum or timber buildings, transmission towers, stadiums or any other simple or complex structure, STAAD.Pro has been the choice of design professionals around the world for their specific analysis needs.
Introduction to STAAD.Pro CONNECT Edition
In this video you will learn how to create a new project in STAAD.Pro. Topics include specifying STAAD.Pro's configuration , how to create a new file and how to create model geometry using STAAD.Pro's Structure Wizard.
Bentley Systems, Incorporated. is the global leader dedicated to providing architects, engineers, constructors, and owner-operators with comprehensive architecture and engineering software solutions for sustaining infrastructure. Founded in 1984, Bentley has nearly 3,000 colleagues in more than 45 countries, $500 million in annual revenues, and, since 2001, has invested more than $1 billion in research, development, and acquisitions.
Product: STAAD.Pro
Version: CONNECT Edition V22 Update 11 (22.11.00.156) *
Supported Architectures: x64
Website Home Page :
Languages Supported: english
System Requirements: Windows **
Size: 3.9 Gb
STAAD.Pro CONNECT Edition V22 Update 10 (22.11.00.156)
RCDC CONNECT Edition V11 Update 4 (11.04.00.151)
iTwin Analytical Synchronizer CONNECT Edition V12 Update 2 (12.02.00.139)
STAAD Foundation Advanced CONNECT Edition V9 Update 7 (09.07.01.139)
Added by 3% of the overall size of the archive of information for the restoration
