| NCR GSA-1534 | Grid loads | Grid Line Loads not expanding on vertical 2D surfaces. | Awaiting release |
| NCR GSA-1491 | Analysis | If wall elements use topological axis and there are also beta angle or orientation node, the analysis results will be wrong if the wall element is not square shaped. | Awaiting release |
| NCR GSA-1480 | General | The damping values for response spectra are assumed to be a percentage for a constant damping or code defined damping but the other options assume a damping value leading to underdamping in response spectrum analysis. | Awaiting release |
| NCR GSA-881 | Analysis | P delta analysis stops with matrix singularities. | Build 95 |
| NCR GSA-880 | Analysis | Buckling analysis sometimes produces inconsistent results between successive runs. | Build 95 |
| NCR GSA-1475 | General | There is an issue using the principal axes option for asymmetric sections, such as angles. The elements deflect laterally in the wrong direction. | Build 95 |
| NCR GSA-876 | General | In the model manage data option the option to blank unused properties causes GSA to crash. | Build 95 |
| NCR GSA-872 | Analysis | When defining an analysis stage there is an option to lock releases. This option is ignored when creating the element stiffness matrix. | Build 95 |
| NCR GSA-839 | Modelling | Flipping ‘explicit’ members can corrupt the topology. | Build 92 |
| NCR GSA-866 | Analysis | A P-delta analysis can refer to an analysis case or combination case to define the geometrical effect. A check in the solver can reject combination cases. | Build 92 |
| NCR GSA-865 | File I/O | Soil profile order is wrongly rearranged after saving and re-opening the file. | Build 92 |
| NCR GSA-839 | Modelling | When applying flip to explicit members the internal nodes do not get switched leaving the member twisted. | Build 91 |
| NCR GSA-837 | General | When members correspond to multiple elements only the part corresponding to the first element is drawn. | Build 91 |
| NCR GSA-836 | General | GSA will crash when collapsing coincident nodes whne these are attached to elements. | Build 91 |
| NCR GSA-821 | Analysis | Nonlinear analysis analysis using Fabric material grade may give wrong results. | Build 90 |
| NCR GSA-803 | General | Deleting regions crashes when there are members that refer to nodes on the region’s mesh. | Build 90 |
| NCR GSA-823 | General | Displaying results is slow when analysis cases are numbered sparsely. | Build 90 |
| NCR GSA-831 | Analysis | There was an issue when settlements were applied to a node to which the attached elements had releases which would cause the analysis to fail or could in some cases crah GSA. | Build 90 |
| NCR GSA-829 | File I/O | There can be problems reading elements from a text file (EL.3 keyword/version). | Build 90 |
| NCR GSA-820 | General | If an analysis task is set to analyse later and the centre-only unchecked, then on reopening the task the flag get reset to centre-only. | Build 86 |
| NCR GSA-818 | Interface | Shear modulus is missing when setting fabric properties from standard grade on the wizard. | Build 86 |
| NCR GSA-817 | File I/O | Error on reading and writing fabric material grade data. | Build 86 |
| NCR GSA-804 | General | If a perimeter section is defined with more than one linked ‘part’ by a line the calculation of the J value fails. The calculation now splits the section into the individual parts. There will still be a problem if there is a void in anything other than the first part or for some definitions of multiple parts. | Build 86 |
| NCR GSA-816 | Interface | Fabric material grade fill direction Young's modulus and Poisson's ratio will be wrongly swapped after opening wizard. | Build 86 |
| NCR GSA-809 | Analysis | Initial strain loads on 2D elements give wrong analysis results. | Build 86 |
| NCR GSA-808 | Analysis | P-delta analysis gives wrong results if the model has Tie or Strut elements. | Build 86 |
| NCR GSA-799 | General | GSA crashes when saving 'saved output view to file' if GSA file name contains percentage sign %. | Build 86 |
| NCR GSA-800 | General | Definition of assemblies using the axis option was not working properly with the centroid options. These option are removed and the user must specify the transverse offset. | Build 86 |
| NCR GSA-789 | General | Ill defined combination cases (cases referencing non-existent cases) cause GSA to crash when defning a modal analsyis task. | Build 86 |
| NCR GSA-687 | Graphic view | GSA does not show storey views in the graphics (Display > View > Storey). | Build 86 |
| NCR GSA-554 | General | GSA does not update the graphics properly when a member is changed from linear to explicit. | Build 86 |
| NCR GSA-722 | General | Creating storeys from building model excludes consideration of members. | Build 86 |
| NCR GSA-773 | Graphic View | Curved members are not drawn properly. | Build 84 |
| NCR GSA-790 | File I/O | Adding environmental parameters corrupted the readnig of sections leading to loss of sections in model. | Build 84 |
| NCR GSA-475 | General | The section properties for cellular beams are over-estimated. | Build 81 |
| NCR GSA-772 | General | The selection properties for 1D elements and 1D members now reports additional mass, and member properties are based on the grade definition rather than the analysis material definition. | Build 81 |
| NCR GSA-756 | Modelling | The ‘Align 2D Element Z Axis’ command does not always work. | Build 81 |
| NCR GSA-493 | General | GSA can wrongly identify panels when the surface consists of zone connected by a single element. | Build 81 |
| NCR GSA-573 | General | Deleting displayed loading from a graphic view does not deleted the loads on the selected elements. | Build 81 |
| NCR GSA-769 | Chart view | Selecting a displacement chart from a linear time-history response analysis can cause GSA to crash | Build 81 |
| NCR GSA-548 | User interface | Panes were not switching when there was more than one model open. | Build 81 |
| NCR GSA-540 | User interface | Contour and diagram panes were not updating when model analysed or results deleted. | Build 81 |
| NCR GSA-778 | User interface | Contours were not available for material properties when the elements referred to the grade properties rather than an analysis material. | Build 81 |
| NCR GSA-777 | File I/O | 2D properties read from a gwa file can be corrupted if they use the "from grade" option. | Build 81 |
| NCR GSA-749 | General | Problem with Load Panels with multiple analysis cases. | Build 81 |
| NCR GSA-775 | General | The calculation of the Iyy value for taper I sections is incorrect. | Build 79 |
| NCR GSA-771 | General | GSA can crash in the graphics when selecting members with contiguous node numbering of internal nodes. | Build 79 |
| NCR GSA-761 | General | Unable to expand some grid loads with Tools->Expand Grid/face loading. | Build 77 |
| NCR GSA-758 | Analysis | When using the ASCE 7 spectrum for seismic analysis GSA was wrongly calculating the approximate fundamental period (Ta) by using the non-SI coefficient along with building height in m. The gives the wrong approximate period parameter, which is used to calculate the Ta. | Build 77 |
| NCR GSA-757 | File I/O | In some instances reading an old file with explicit sections can result in ill-defined section which can cause GSA to crash when opening the sections table. | Build 77 |
| NCR GSA-753 | General | Modification to Young's modulus in concrete grade does not work. | Build 77 |
| NCR GSA-752 | Analysis | Stresses in global axis for 2D elements are sometimes incorrect when the element is defined with user defined axis. | Build 77 |
| NCR GSA-751 | General | Missing grid load number in a severe warning message related to 2D face Grid loads. | Build 77 |
| NCR GSA-746 | File I/O | If any data module has list and the name of the list is used, the saved text file has error that cannot be opened again. | Build 77 |
| NCR GSA-746 | General | Copy and Pasting Footfall task creates new case rather than the expected new task. | Build 77 |
| NCR GSA-743 | General | Composite slab modifiers differ, depending on selected angle. | Build 77 |
| NCR GSA-740 | General | Explicit member internal nodes are lost when modifying the internal restraints ‘Modify Entities’ pane. | Build 77 |
| NCR GSA-739 | File I/O | Explicit sections are not ready propely from files created in GSA 8.7. | Build 77 |
| NCR GSA-719 | Design | Explicit members are not visible in design layer and explicit internal restraints are modified on design. | Build 73 |
| NCR GSA-737 | General | Select a steel material when setting up catalogue section in the new model wizard can cause GSA to crash. | Build 73 |
| NCR GSA-736 | Design | If 2D shear force Nxy and/or twisting moment Mcy are zero, RC slab may fail to calculate the correct reinforcement area. | Build 73 |
| NCR GSA-728 | General | In some instances the user default section catalogue was being ignored and the catalogue had to be selected explicitly in the section wizard. | Build 73 |
| NCR GSA-718 | General | The preferred concrete code is ignored in the new model wizard, and has to be selected explicitly. | Build 73 |
| NCR GSA-621 | Analysis | Raft contact pressures are wrong for using automatic interaction areas. | Build 73 |
| NCR GSA-704 | General | Assigning load case names that are too long (> 100 characters) causes GSA to crash when selecting a case in the graphic view. | Build 73 |
| NCR GSA-552 | General | Specifying too many intermediate nodes on an explicit member can cause GSA to crash. | Build 73 |
| NCR GSA-723 | Analysis | Chart view results from linear time history analysis are wrong. | Build 73 |
| NCR GSA-549 | General | When link elements are in the list of elements for gravity loads the graphic display may show a load on the link elements. Link elements cannot take a gravity load and this load is not applied in the solver. | Build 73 |
| NCR GSA-628 | General | The stress-strain curevs are not generated properly for rebar materials, which can cause a crash displaying stress-strain curves. | Build 73 |
| NCR GSA-703 | Output View | Damping ratio is wrongly reported in the 'Analysis Details' output view for footfall analysis task/case. | Build 73 |
| NCR GSA-702 | Analysis | Going through analysis analysis wizard may wrongly generate extra analysis cases in that task. | Build 73 |
| NCR GSA-701 | Analysis | When copying a footfall task and pasting as a new task, GSA instead wrongly creates a new analysis case in the pasted task. | Build 73 |
| NCR GSA-721 | General | The mass modifier in the mass properties table is saved with an offset from the correct direction. This typically leads to the x value neing set to zero. | Build 73 |
| NCR GSA-691 | General | The shear modulus of timber materials gets reset to a default value when exiting the material grade table. | Build 73 |
| NCR GSA-699 | Analysis | Selecting a dynamic response analysis can in some cases delete the results from the modal analysis on which it depends. | Build 73 |
| NCR GSA-712 | General | Copying and pasting a component buckling task can cause GSA to crash. | Build 73 |
| NCR GSA-583 | General | The default values for percentage fields in tables cannot be updated. | Build 73 |
| NCR GSA-615 | General | The standard fabric materials have a shear modulus set to zero. | Build 73 |
| NCR GSA-714 | Analysis | If there are gaps on analysis case number between different tasks, going through existing analysis task will wrongly generate extra analysis cases. | Build 73 |
| NCR GSA-676 | Modelling | When deleting a mesh generated from regions nodes along members were being kept whne no longer used. These are now removed. | Build 73 |
| NCR GSA-734 | General | The velocity units ft/s and in/s get switched given incorrect values. | Build 73 |
| NCR GSA-735 | File I/O | When saving file in CSV format, the file cannot be opened if there are commas in the name field or commas are included in some descriptions such as load curve description. | Build 73 |
| NCR GSA-700 | API | GSA is unable to export 3D element stresses and displacements using COM. | Build 73 |
| NCR GSA-715 | Design | AS4100 Steel checker: Buckling interaction calculation is incorrect when buckling moment capacity is less than zero. | Build 73 |
| NCR GSA-683 | Output view | The Help button in the Member end Conditions dialog fails. | Build 73 |
| NCR GSA-587 | Output view | GSA crashes reporting combination cases that refer to tasks after deleting results. | Build 73 |
| NCR GSA-717 | General | Unhandled exception in solver while expanding a grid area load. | Build 73 |
| NCR GSA-689 | General | Loads are wrong after load panel elements are changed to normal 2D element. | Build 73 |
| NCR GSA-666 | General | Grid area loads are not expanding before the buckling analysis. | Build 73 |
| NCR GSA-651 | File I/O | The older format of node user modules are not read correctly from .gwa files. | Build 70 |
| NCR GSA-668 | Analysis | Compression-only springs not retaining reactions. | Build 70 |
| NCR GSA-696 | General | Soil profile table sometimes saves the wrong PSI property reference number that makes the raft and piled raft analysis impossible. | Build 70 |
| NCR GSA-579 | Analysis | When Explicit time history analysis fails, the tool bar button still shows there are analysis results. | Build 70 |
| NCR GSA-617 | Analysis | Nonlinear analysis cannot use fabric material grade as fabric element material. | Build 70 |
| NCR GSA-698 | File I/O | When opening an old file with members the member type could be corrupted. | Build 70 |
| NCR GSA-697 | Analysis | It is possible to define a section as tapered and this will cause the analysis to fail. | Build 70 |
| NCR GSA-694 | Modelling | In ‘Manage Data’ strange characters appear in the warning when trying to renumber nodes or elements. | Build 70 |
| NCR GSA-688 | Analysis | Wall element analysis results cannot be properly viewed on both output and graphic views. | Build 70 |
| NCR GSA-684 | Analysis | Self-weight and mass are missing for elements using line segment section. | Build 66 |
| NCR GSA-681 | File I/O | When saving 2D properties to a text file (or using GwaComamnd in COM) the propoerty modifiers can get corrupted due to an incorrect unit adjustment. | Build 66 |
| NCR GSA-675 | General | Grid line load expansion problem when the beam nodes are very close to the load line. | Build 64 |
| NCR GSA-673 | Analysis | Section volume modifier is not used in calculating element masses and self-weight for gravity loading, currently, the modified area is alway used to calculate the welf-weights and masses. | Build 64 |
| NCR GSA-672 | Graphic View | Contour colours sometimes rendered incorrectly when using dark background colour. | Build 64 |
| NCR GSA-667 | Design | Concrete material strength is incorrect for EuroCode in RC slab design | Build 64 |
| NCR GSA-665 | General | The default concrete code is not reflected in the new model wizard. | Build 64 |
| NCR GSA-663 | Graphic View | Contour does not work if combination case involves centre and non-centre only analysis results. | Build 64 |
| NCR GSA-662 | output | When selecting a Ritz analysis it is not possible to select additional restraints. | Build 62 |
| NCR GSA-659 | output | Program outputs 2D element results at nodes and centre for the first task and for any subsequent task only centre values are presented. | Build 60 |
| NCR GSA-658 | Analysis | When there exist topologically unconnected nodes with beam element along the member, then BM and SF diagrams for the member are incorrect. | Build 60 |
| NCR GSA-661 | User Interface | Program is unable to read/paste the member GWA data. | Build 60 |
| NCR GSA-528 | Design | Changing the steel material model in the grade wizard is not stored. | Build 60 |
| NCR GSA-521 | Modelling | The modify entities pane shows a list of properties but these do not reflect the selected items. | Build 60 |
| NCR GSA-656 | Analysis | When analysis stage materials for 2D elements different from the one defined for whole model, the whole model material is wrongly used for that stage analysis. | Build 60 |
| NCR GSA-516 | Output view | Limited output of properties for assemblies. This is resolved by providing properties (position, area and second moment of area) at all points along the assembly. | Build 58 |
| NCR GSA-644 | Design | GSA can crash in steel design tasks, depending on the available materials. | Build 58 |
| NCR GSA-630 | General | GSA can crash when exporting a model to LS-DYNA. Ths applies to both File > Export and creating an DYNA analysis task. | Build 58 |
| NCR GSA-629 | Graphic View | At the legend of reinforcement area contouring, the rebar areas per meter and rebar diameter with spacing are not consistent/aligned well. | Build 58 |
| NCR GSA-620 | General | Unhanded Exception / Crash while expanding grid area loads. | Build 58 |
| NCR GSA-613 | General | When working with explicit sections the properties can get adjust by a factor due to the units not being set properly, so for example an area of 100 cm2 can become 100 x 104 cm2. | Build 58 |
| NCR GSA-601 | General | When initialising an analysis material from a user defined grade the Poisson's ratio is set to zero. | Build 57 |
| NCR GSA-597 | General | When a modifier is specified for the elastic modulus of concrete and the grade properties are used for the analysis, saving the file results in the elastic modulus being updated to the modified value. | Build 57 |
| NCR GSA-602 | General | The combination table cannot be opened and combination results are not calculated correctly when the decimal point is set to a comma. | Build 54 |
| NCR GSA-527 | General | Pasting gwa property records from GSA 8.7 in GSA 9.0 gives an error. This is due to GSA 9.0 expecting a shear factor not written by GSA 8.7. | Build 48 |
| NCR GSA-527 | General | GSA can crash when modifying the concrete material grade properties, particularly when selecting explicit stress-strain curves. | Build 48 |
| NCR GSA-484 | General | When pasting properties into the material grade table some of the properties can be set to zero. | Build 48 |
| NCR GSA-544 | User Interface | On editing explicit section, explicit properties dialog is opened no matter which definition method is specified. | Build 48 |
| NCR GSA-543 | 3rd Party | Following a Revit export to GSA, the mass field in the section table was showing as “Rvt_mass” rather than the model’s mass unit. | Build 48 |
| NCR GSA-541 | File I/O | GSA can crash when opening a file if 2D properties refer to a non-existent axis. | Build 48 |
| NCR GSA-534 | User interface | The wizard button in the section modifiers table crashes if the modification record does not already exist. | Build 48 |
| NCR GSA-529 | General | The definition of the storey drift location for response spectrum analysis only works for integer positions. | Build 48 |
| NCR GSA-524 | General | The units of modifiers on 2D element property table are wrong if the modifiers are not percentage and the unit is not SI. | Build 48 |
| NCR GSA-518 | General | On the 'Solver option' page of analysis wizard, the solver options below 'Mass' analysis are misplaced, i.e. the one below the selected one is actually (wrongly) chosen. | Build 43 |
| NCR GSA-471 | Modelling | The relationship between mesh elements and regions was lost when models were saved to .gwb files. | Build 42 |
| NCR GSA-513 | Analysis | If elements are conected to restrained nodes and subject to a preload, the preload is ignored in the reaction calculation leading to a non-equilibrium solution. This only affects reactions. | Build 42 |
| NCR GSA-509 | General | When displaying material curves for steel from the wizard GSA can either do nothing or crash. | Build 42 |
| NCR GSA-497 | Modelling | There can be problems with the interaction of element defaults in the default pane and elements table. | Build 42 |
| NCR GSA-505 | Output View | Beam stress output does not get updated when in a single session the sections are changed. This is due to a cache not being cleared. | Build 42 |
| NCR GSA-500 | Output View | The member output view crashes when some members have internal nodes. | Build 42 |
| NCR GSA-473 | Modelling | Generation of equivalent static and accidental torsion loads was failing when the element properties refered to material by grade. | Build 42 |
| NCR GSA-482 | Modelling | When generating a 2D element mesh from a 1D element grillage the releases on the bounding 1D elements were corrupted. | Build 42 |
| NCR GSA-481 | Graphic View | Only centre values are contoured for "nodal results on elements" even though nodal results are available for all nodes of the elements. | Build 42 |
| NCR GSA-479 | Output View | Outputs are "Centre Only" even if centre only option is unchecked in both analysis Output Settings. | Build 42 |
| NCR GSA-470 | API | Add keyword options for beam loads in GWA file | Build 42 |
| NCR GSA-466 | Graphic View | unable to snap to grid when current grid is not global grid | Build 42 |
| NCR GSA-447 | Graphic View | Contouring beam loads on graphic, the load values are incorrect as they are always positive, diaplay beam loads, the correct sign is shown | Build 42 |
| NCR GSA-335 | General | When pasting into the ‘data explorer’ the warning/error messages in the ‘message pane’ are unhelpful. These have been replaced by clearer information about the location of the problem. | Build 42 |
| NCR GSA-474 | Graphic view | The All Load Diagrams tool crashes when there are grid area loads whose surface uses the X or Y elevation grid planes. | Build 42 |
| NCR GSA-448 | Analysis | The force and moment results for assemblies consisting of 2D or 3D elements ignored the 2D and 3D elements results when the analysis was set to store centre-only values. | Build 42 |
| NCR GSA-438 | Output view | The mass of beams which refer to a grade rather than an analysis material was set to zero in the ‘selection properties’ and the ‘beam selection summary’. | Build 42 |
| NCR GSA-399 | General | The beam releases in the modify pane do not always respond as expected. These are now modified to always be present, but change apply only to beam elements. | Build 42 |
| NCR GSA-404 | Modelling | When creating meshes for regions with rigidity at columns the remote ends of the columns get included in the rigid constraints leading to an over constrained problem. | Build 42 |
| NCR GSA-401 | Modelling | The option to connect column ands rigidly to slabs would sometimes connect the wrong end of the column. | Build 42 |
| NCR GSA-432 | General | GSA can crash when importing data from a GWA file. This can happen if the GWA file contains standard axes or grid planes, or if the file has analysis tasks. | Build 42 |
| NCR GSA-452 | Graphic view/Output view | GSA cannot average 2D results at nodes when results are centre-only. This restriction is now removed. | Build 42 |
| NCR GSA-456 | Graphic view | GSA crashes displaying 2D results for combination cases when there is no analysis case with the same number. | Build 42 |
| NCR GSA-446 | File I/O | Design tasks view crashes when there is no combination case with the number referred to in the task. | Build 42 |
| NCR GSA-445 | Modelling | The Equivalent Static Seismic Loads dialog does not offer a choice of load cases. | Build 42 |
| NCR GSA-444 | General | The Axis dialog crashes when there are gaps in the table of axes. | Build 42 |
| NCR-GSA-449 | Analysis | Walking frequency range checking in footfall analysis wizard sometimes wrongly stops footfall analysis to proceed. | Build 42 |
| NCR-GSA-434 | Modelling | It is possible to set releases on 2D elements. These are not applicable to elements other than beams and are ignored in the solvers. | Build 42 |
| NCR GSA-427 | Modelling | Specifying points in assemblies by storey and referring to non-existent stories causes GSA to crash. | Build 42 |
| NCR GSA-428 | File I/O | Importing .gwa files crashes under some circumstances. | Build 36 |
| NCR GSA-328 | File I/O | Very large models cannot be read into GSA (> 4GB). | Build 36 |
| NCR GSA-426 | General | Some polylines are missing while reading GSA 8.7 file from GSA 9.0. | Build 36 |
| NCR GSA-423 | Analysis | Bridge load optimisation results may not be correct if influence effect is nodal displacement. | Build 36 |
| NCR GSA-421 | Graphic view | Wrong reinforcement grade is shown on the legend of RC Slabe Reinforcement Area contour graphic window. | Build 36 |
| NCR GSA-418 | General | The properties of aluminium and glass grades get corrupted in the grade tables. | Build 36 |
| NCR GSA-345 | General | The modify options pane has been clarified and simplified in use. | Build 36 |
| NCR GSA-415 | Analysis | Orientation node and beta angle are active in element table for Link elements where it should not. | Build 36 |
| NCR GSA-414 | Analysis | Data checking fails to flag it as error when a slave node has more than one master node. | Build 36 |
| NCR GSA-391 | General | Selection properties for 2D elements may not properly include the mass of all the 2D elements. | Build 36 |
| NCR GSA-406 | General | There is a minor error in the inch to meter conversion. This is in the fifth significant figure, so should not be significant but will result in slightly different results when outputing in inches. | Build 36 |
| NCR GSA-400 | General | It is possible to delete data from the ‘Data Explorer’ when that data is locked. | Build 36 |
| NCR GSA-398 | Graphic View | When 2D elements have centre only analysis results, contouring analysis results and RC slab reinforcement area does not work. | Build 36 |
| NCR GSA-396 | General | The scroll bar is missing when selecting loads for an analysis case. | Build 36 |
| NCR GSA-393 | Graphic View | Wrong concrete grade is shown on the legend of Reinforcement area contour graphic window. | Build 36 |
| NCR GSA-392 | Design | Concrete (grade) material design strength is wrongly reduced by a factor of 1.5 every time file is saved and reopened. | Build 36 |
| NCR GSA-377 | File I/O | When sections are read from a gwa file the section description is retained but the section is not initialised. This lead to an analysis failure. Opening the section in the section wizard clears the issue. | Build 36 |
| NCR GSA-384 | Grid loads | Grid load expansion (whole plane) to 2D elements misses a corner 2D element. | Build 30 |
| NCR GSA-373 | Grid loads | Grid line load expansion in one-way is not working as expected when the grid line node falls on panel boundaries. | Build 30 |
| NCR GSA-372 | Grid loads | Grid point loads are being expanded wrong when they are close to panel boundary. | Build 30 |
| NCR GSA-360 | Graphic view | Soils zones and profiles are sometime omitted from the display. | Build 30 |
| NCR GSA-343 | General | Section modifiers are not copied when copying from the data explorer. | Build 30 |
| NCR GSA-254 | Graphic view | Some sections are not drawn properly as filled sections when in filled section mode. | Build 30 |
| NCR GSA-380 | Analysis | GSA gives a spurious warning “section has been specified to ‘Ignore Iyz’. This is only correct if the element is constrained to move in local directions.” when axes are not principal. | Build 30 |
| NCR GSA-355 | File I/O | When reading lists of elements or members from GSA 8.X models that specify by material (M or MS prefixes) the list is garbled. | Build 30 |
| NCR GSA-385 | Analysis | When a section is specified with a rotation this rotation is ignored in the analysis. | Build 30 |
| NCR GSA-383 | General | When using wizard in 2D property definition to create composite or hollow slab 2D element properties, the property modifiers generated are wrong. | Build 30 |
| NCR GSA-382 | File I/O | Analysis task tags (enabled/disabled) are not written to text file or via COM. At new TASK_TAG keyword has been added to allow this to the be set. | Build 30 |
| NCR GSA-374 | Analysis | If 2D element bending thickness is modified, the equivalent thickness is wrongly calculated, so the analysis results are wrong. | Build 28 |
| NCR GSA-361 | File I/O | GSA crashes when reading models with fabric grades in them. | Build 28 |
| NCR GSA-357 | Graphic view / Output view | GSA sometimes calculates the Qmax 2D element force wrongly. | Build 28 |
| NCR GSA-352 | General | GSA does not accept the M (analysis material) prefix in lists. | Build 28 |
| NCR GSA-344 | General | The Section wizard crashes viewing a locked circular section. | Build 28 |
| NCR GSA-336 | Analysis | GSA gives a severe warning “torsion constant is zero” when sections are defined as a perimeter. | Build 28 |
| NCR GSA-341 | Analysis | If design material grade is used for beam section, the material shear modulus is wrongly taken as zero in nonlinear analysis, therefore the shear deformation becomes very large. | Build 28 |
| NCR GSA-338 | Graphic view / Output view | The displacement results on beam elements where releases are applied may be incorrect as the end displacements take the nodal values rather than the element end values. | Build 28 |
| NCR GSA-279 | General | GSA garbles lists of element by grade, replacing the prefixes with negative numbers. | Build 25 |
| NCR GSA-333 | General | A meshing problem in build 24 meant that after generating a mesh for a region, the mesh could not be viewed properly. | Build 25 |
| NCR GSA-314 | Graphic view / Output View | GSA crashes when the not "list" list syntax is selected. | Build 24 |
| NCR GSA-329 | Graphic view / Output View | The results for principal stresses, force and moments in 2D elements are reported wrongly when the output axis are set to other that local. | Build 24 |
| NCR GSA-321 | File I/O | Error in reading GWA file for Footfall analysis task and User module title | Build 24 |
| NCR GSA-325 | File I/O | Error in reading GWA file for Concrete material and RC slab property | Build 24 |
| NCR GSA-72 | Graphic view | The chart views in GSA are poorly formatted leading to text overlapping the chart resulting in the titles and axis labels being overwritten in some cases. | Build 24 |
| NCR GSA-324 | File I/O | GSA crashes reading pre-9.0 models when there are 2D properties with cylindrical or spherical axis sets and the analysis task numbers are not all numbered consecutively. | Build 24 |
| NCR GSA-323 | Modelling | Patterned loads are not calculated when there are more gravity load records than beam load records. | Build 24 |
| NCR GSA-210 | General | When creating grid lines, typing an invalid type will result in GSA being trapped in the input cell. | Build 24 |
| NCR GSA-320 | General | The beam loads wizard does not handle position information correctly leading to changes in position being lost when exiting the wizard. | Build 24 |
| NCR GSA-308 | File I/O | Shear modifiers for 2D element properties are not handled in the GSA text files. | Build 24 |
| NCR GSA-305 | Design | Some minor issues with concrete grade properties and a lack of ability to follow through the determination of the derived properties. | Build 24 |
| NCR GSA-301 | General | The edge load option in the general specification (pressure or force/length) is not updated. | Build 24 |
| NCR GSA-299 | Analysis | Wall elements give singularity problems when the properties use the "from Grade" option for the analysis material. Explicitly defined analysis materials do not have a problem. | Build 24 |
| NCR GSA-296 | File I/O | GSA files with more than one saved output view the file gets corrupted and data can be lost when reading the file. | Build 24 |
| NCR GSA-285 | Analysis | GSA crashes trying to analyse models where load panel edges do not map to beam elements. | Build 21 |
| NCR GSA-284 | General | Section wizard crashes when line segment section is locked. | Build 21 |
| NCR GSA-281 | General | Combination cases cannot be created with factors in their descriptions. | Build 21 |
| NCR GSA-280 | File I/O | Spring Property GWA syntax does not work for AXIAL springs. | Build 21 |
| NCR GSA-278 | General | When element property uses material grade as its analysis material, the data checking for generating equivalent static seismic loads has missed this and treated this as an error (no analysis material), so the process cannot be proceed. | Build 21 |
| NCR GSA-277 | General | The grid plane definition dialog crashes when the grid plane is locked. | Build 21 |
| NCR GSA-276 | General | GSA crashes in 'Check grid load expansion' when there are combination cases with enveloping operators (max, min, abs, signabs). | Build 21 |
| NCR GSA-275 | Analysis | Load panels not working properly for elements bounded by dummy elements. | Build 21 |
| NCR GSA-283 | Analysis | GSA errors out while running analysis on model with 2D elements | Build 21 |
| NCR GSA-290 | Analysis | Tension and compression only springs are wrongly taken as linear springs in nonlinear static analysis | Build 21 |
| NCR GSA-293 | Analysis | 2D element thickness modifiers are wrongly ignored in element force and moment calculations, modifiers are considered correctly in displacement calculations | Build 21 |
