tag:blogger.com,1999:blog-34156977369015265472024-03-11T05:23:22.278+02:00Robot та ХоботRomanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.comBlogger167125tag:blogger.com,1999:blog-3415697736901526547.post-92135846833714141732023-11-24T17:20:00.001+02:002023-11-24T17:21:26.005+02:00Перший hotfix для Robot 2024<p> Нарешті вийшов перший hotfix! Що виправили:</p><p class="sectiontitleh11" style="background-color: white; color: #333388; font-family: "Times New Roman", serif; font-size: 10pt; font-weight: bold; margin: 16pt 0cm 0cm;"><a name="General_SPThis_"><span style="font-family: Verdana, sans-serif;">General Issues<o:p></o:p></span></a></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected program instabilities while running analysis for a model containing steel connection definition.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected Degree value input for gamma angle property for members.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected the program instability that occurred when selecting the Envelope results table for shells configured for Envelope presentation for single points and using Ctrl+A to copy to the clipboard.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected display of the nonlinear function name in the Supports dialog.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected the version name displayed in Task Manager and properties.<o:p></o:p></span></p><p class="sectiontitleh11" style="background-color: white; color: #333388; font-family: "Times New Roman", serif; font-size: 10pt; font-weight: bold; margin: 16pt 0cm 0cm;"><a name="Load_and_Analysis"></a><span style="font-family: Verdana, sans-serif;">Loads and Analysis<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected harmonic analysis results for internal forces in members when damping is enabled in analysis parameters.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected spectrum definition for seismic analysis according to Portuguese NP EN 1998-1:2010/A1 2013 design code.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected display of load contours by improving tolerance of contour load application to inclined panels.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected effect of a redundant force displayed in global coordinate system origin when forces generated automatically are presented in the view for a seismic analysis load case with an equivalent lateral force method.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected reactions for Load Take-Down analysis in case a wall was supported by beams and nodal support in duplicated nodes where one reaction was missing.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected reactions for Load Take-Down analysis in case a column was supported by a beam and a nodal support where reaction was taken twice.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected reactions for Load Take-Down analysis in case an unsupported wall edge when concentrated load should be distributed to the support and beam.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected results for the concentrated force in point applied on walls in Load Take-Down analysis method.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected transfer of loads to walls and supports in Load Take-Down analysis.<o:p></o:p></span></p><p class="sectiontitleh11" style="background-color: white; color: #333388; font-family: "Times New Roman", serif; font-size: 10pt; font-weight: bold; margin: 16pt 0cm 0cm;"><a name="Revit_Robot_Integration"></a><span style="font-family: Verdana, sans-serif;">Revit – Robot Integration</span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected</span> <span style="font-family: Verdana, sans-serif; font-size: 10pt;">the issue related to run-time error while sending the model containing analytical openings from Revit to Robot.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected the issue related to run-time error while sending the model containing arc members with loads from Revit to Robot.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected transferring of area loads on panels with openings from Revit to Robot.<o:p></o:p></span></p><p><span style="background-color: white;"></span><span style="background-color: white;"></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0cm 0.0001pt 48pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-feature-settings: normal; font-kerning: auto; font-optical-sizing: auto; font-size: 7pt; font-stretch: normal; font-variant-alternates: normal; font-variant-east-asian: normal; font-variant-numeric: normal; font-variant-position: normal; font-variation-settings: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected the results of transferring more than one line load with a defined path back to Revit.</span></p>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com0tag:blogger.com,1999:blog-3415697736901526547.post-64536977020240577422023-03-29T07:25:00.001+03:002023-03-29T08:40:05.845+03:00Robot 2024<p> Нова версія Robot скоро буде доступна до завантаження! Що зробили:</p><p><a href="https://help.autodesk.com/view/RSAPRO/2024/ENU/?guid=GUID-CDBFEAA4-0FFB-41AC-AB8A-79F5C413C221">https://help.autodesk.com/view/RSAPRO/2024/ENU/?guid=GUID-CDBFEAA4-0FFB-41AC-AB8A-79F5C413C221</a></p><p><b>Model Calculations</b></p><p>Improved the performance for model generation with linear releases.</p><p>Enabled the manual definition of Short-Period Site Coefficient Fa and Long-Period Site Coefficient Fv for spectral seismic analysis according to the Canadian NBCC 2010, US ASCE 7-16, and IBC 2018 design codes.</p><p>Added notifications regarding design code limitations applicable to the equivalent lateral force method analysis.</p><p>Added units display for the base acceleration value 'ag' in the seismic analysis dialog and calculation notes.</p><p><b>Revit-Robot Structural Link</b></p><p>Enabled the assignment of the default Steel Design type in Robot when transferred from Revit, based on the analytical member Structural Role defined in Revit.</p><p>Enabled the roundtrip of steel design parameters between Revit and Robot.</p><p>Enabled the grid position update when edited in Revit and sent to the Robot model.</p><p>Enabled the transfer of arc members from Revit to Robot.</p><p>Enabled rigid link creation while transferring analytical links form Revit.</p><p>Documentation and Localization</p><p>Updated the verification manuals according to NAFEMS and AFNOR benchmark tests.</p><p>Corrected the language of the licensing dialog box so that it is opened with the working language in the program.</p><p>Updated the 'Job preferences' settings and default attribute labels applicable to the French regional settings.</p><p>Corrected the name of available seismic design codes for Monaco to reflect particular design code releases more accurately.</p><p>Corrected the user interface translations for the Portuguese-Brazilian language.</p><p><b>Miscellaneous</b></p><p>Integrated a new component for the product licensing.</p><p>Implemented tools for more accurate reporting of software use time (available for Premium Account managers).</p><p><u><b>Issues Resolved</b></u></p><p><b>Miscellaneous</b></p><p>Fixed an issue causing software instability while working with the Selection dialogs.</p><p>Fixed an issue causing software instability in the display visibility dialog window.</p><p>Fixed an issue causing software instability when selecting objects.</p><p>Fixed an instability issue when switching between provided reinforcement views and model view while changing display settings for the model.</p><p>Fixed an issue causing software instability in the Calculation dialog in the Steel/Aluminium Design layout.</p><p>Fixed an issue where the ‘Ignore analysis warning’ setting in Job Preferences was not saved.</p><p>Fixed an issue resulting in an inability to change a panel into a cladding.</p><p>Eliminated the recognition of double key shortcuts while editing tables.</p><p>Fixed an issue with displaying the scale for maps on members with missing default values for scale.</p><p>Corrected the behavior of the 'G' Kirchhoff modulus parameter value for new timber material definitions after saving in the 'Material' database.</p><p>Corrected the behavior of creating members in the table for the United States regional template when a steel section was checked against timber material properties.</p><p>Corrected the ‘Esc’ key behavior inside the Materials dialog in the Sections & Materials layout.</p><p>Fixed an issue with saving the vehicle definition for moving loads into databases.</p><p>Fixed instabilities with reviewing panel and member attributes in Inspector.</p><p>Fixed instabilities with working with backgrounds in the DXF format.</p><p>Fixed an issue when switching the structure template from Load Take-Down with backgrounds in the DXF format.</p><p>Fixed the issue with applying material from the US Timber database in Object Inspector.</p><p>Corrected the display of member section orientation when the model contains surface finite elements and deformations, or the exact deformation is displayed.</p><p>Fixed an issue causing redirection to non-existent help documentation when using the search tool.</p><p>Improved the behavior of one-key and two-key shortcuts in the graphical window.</p><p>Fixed an issue with removing load cases while opening a model in repair mode.</p><p>Corrected the reading of STR files containing finite elements on panels.</p><p><b>Loads and Combinations</b></p><p>Enabled a list of load cases in the Load Type dialog when opened in a table context.</p><p>Fixed issues with the misplaced loads display when editing a structure in a separate graphical window.</p><p>Corrected the behavior of linear loads on edges which were not applied correctly.</p><p>Corrected the total applied force and reaction for linear load defined by 2 points.</p><p>Improved visualization for linear loads on surface.</p><p>Corrected the display of loads for multiply cases selected where not all loads were displayed.</p><p>Fixed an issue with changing a load case number in the Loads table.</p><p>Corrected the display of tabs in the Loads dialog window.</p><p>Fixed an unintended deletion of notional loads when the ‘Delete empty loads’ option was used in the Loads table.</p><p><b>Model Calculations</b></p><p>Corrected the calculation of story mass when the ‘Disregard density’ option is enabled for modal analysis in the case of the Curtain Wall panel calculation model.</p><p>Improved the calculation of masses in modal analysis when the option to create the main node for floor diaphragm in the Stories parameters is enabled.</p><p>Corrected the calculation for panels with diaphragm calculation model where the mass was not considered in modal analysis.</p><p>Corrected calculation for panels with curtain wall calculation model which mass was not considered in modal analysis.</p><p>Corrected the application and distribution of linear loads on a panel.</p><p>Corrected an issue where the mass of panels not using finite elements was ignored in the calculation model reported in the calculation note.</p><p>Corrected the discrepancy between the values in the calculation note and the seismic case dialog for the ASCE and IBC seismic design codes, concerning the Seismic Design Category Based on SD1 parameter.</p><p>Corrected the calculations of the sequential self-weight load.</p><p>Corrected load to mass conversion for the 'force in point' load type where point coordinates for mass were incoherent.</p><p>Corrected the duplicated linear load application to a panel with calculation model containing finite element mesh and load distribution with simplified method.</p><p>Corrected an issue related to Load Take-Down analysis, in the situation when supported walls assigned to different levels were connected.</p><p>Corrected Load Take-Down analysis for walls with openings, such as door objects.</p><p>Corrected Load Take-Down analysis issues related to the configuration of nodal supports defined in bottom story walls.</p><p>Fixed an issue causing incorrect internal forces for single beams when selecting a load envelope in the Load Take-Down method.</p><p>Fixed an issue causing an unjustified error 5000 during Load Take-Down calculations.</p><p>Corrected spectrum definition and seismic response spectrum analysis according to NF EN 1998-1/Nice PPR/NA:2007 19 Juillet 2011.</p><p><b>Results Exploration</b></p><p>Corrected the results presentation in the graphical viewer for automatic combination components containing quadratic spectral combinations where the SRSS method was used regardless of the method set in Analysis Types.</p><p>Corrected reactions value for the linear load defined by 2 points, applied to panels.</p><p>Optimized the default settings for the 'Reduced Results for Panels' table improving display performance.</p><p>Corrected the reaction values resulting from load combinations in the Load Take-Down analysis.</p><p>Fixed the display of Load Take-Down load that were incorrectly divided between the bottom of the upper story and the top of the lower story. Currently the loads are displayed on top of the story.</p><p><b>Reinforced Concrete Design</b></p><p>Corrected the required reinforcement design procedure for members when the torsional moment should be neglected to a certain value according to the 10.5.4.1 condition in the ACI 318-19 code.</p><p>Corrected the units for slab width on the dialog for beam parameters in the required reinforcement module.</p><p>Corrected the behavior of element selection in the Reinforced Concrete Component Inspector.</p><p><b>Reinforced Concrete Beam Design</b></p><p>Corrected the definition of stirrup spacing for non-English working language or Windows regional settings.</p><p>Corrected the user interface of advanced options for beam analysis according to the Canadian code CSA A23.3-04 - checkbox responsible for not implemented torsion analysis has been disabled.</p><p>Changed the warning concerning transverse reinforcement in seismic dispositions according to the NF EN 1992-1-1 code.</p><p>Corrected the invalid stirrup spacing where the spacing between shear assemblies should not exceed the ‘sl,max’ formula according to the SFS EN 1992-1-1 code.</p><p>Corrected the time units in the Story Parameters dialog box and Results Note description according to the EN 1992-1-1 code.</p><p>Corrected the default deflection limit for cantilever when no user-defined limit is set in the Calculation Options for the EN 1992-1-1 code.</p><p><b>Reinforced Concrete Column Design</b></p><p>Implemented the condition for min delta, according to the 6.6.4.5.2 condition in the ACI318-14 and ACI318-19 codes.</p><p>Corrected the values for M2s and M2ns for the z-direction for the ACI318-14 and ACI318-19 codes.</p><p>Corrected buckling analysis for non-sway columns for ACI318-19 code.</p><p>Corrected a cross-section selection for column verification in ACI318-14 and ACI318-19 codes.</p><p>Changed the calculation method for the SLS biaxially bent verification to the method based on the stress distribution in the EN1992-1-1 code.</p><p><b>Reinforced Concrete Slab Design</b></p><p>Corrected slab reinforcement and minimal reinforcement areas according to article 9.3.1.1 (1) of the NF EN 1992-1-1 code.</p><p><b>Steel Connections Design</b></p><p>Corrected the node selection in the structure model for steel connection creation.</p><p>Corrected the selection of the automatic combination component for steel connection verification in case the number of components exceeds 32 000.</p><p>Enhanced the Beam-Beam and Column-Beam verification according to article 6.2.7.2(9) for the French NF EN 1993-1-8 code.</p><p>Improved the verification formulas responsible for including diagonal stiffeners in the Column-Beam connection capacity for the EN 1993-1-8 code.</p><p>Corrected the Beam-Beam and Frame Knee verification of welds area for cases where the plate connection geometry does not allow creating welds.</p><p>Fixed the calculations of the ‘beff,t wc’ parameter in the welded Beam-Column connection calculations in the case when the top edge of the beam is aligned with the top edge of the column, for the EN 1993-1-8 code.</p><p><b>Steel and Timber Design</b></p><p>Corrected the maximum moment presentation for the steel and timber design.</p><p>Corrected instabilities that might have happened in the steel design module.</p><p>Fixed an issue with the wrong design of groups of cantilever members for SLS combination components.</p><p>Removed unnecessary verifications between bending moments and shear forces from South African (SANS 10162-2011) and Canadian (CAN/CSA S16) steel design codes.</p><p>Corrected the k1 adaptation factor according to point 4.2.3.3.(7)) for steel code calculation with fire provisions in EN 1993-1-2.</p><p>Corrected safety factor γM.fi in the calculation of critical temperature of steel for EN 1993-1-2.</p><p>Fixed an issue with incorrect section characteristics for the steel design of members defined with multiple elements and brackets in EN 1993-1-2.</p><p>Corrected the plastic modulus ‘Wpl’ value calculated by the steel design module for flat bar ‘PLAT’ profile from section databases.</p><p>Fixed an issue with the utilization ratio in timber design depending on if a single element is designed or if a list of elements is designed, for the NF EN 1995-1 code.</p><p>Removed obsolete Category for timber material, from the CB71 design code in the detailed results table.</p><p><b>Revit – Robot Structural Analysis Link</b></p><p>Enabled the analytical model transfer from Robot to Revit for the German Structural template.</p><p>Corrected the update of member and panel geometry from Robot to Revit.</p><p>Corrected the update of exported structures from Robot to Revit when the section rotation angle exceeds the range of (-180;180) degrees.</p><p>Corrected the display of structure deformation in Revit using Result Explorer.</p><p>Improved nodes behavior when a member is moved in Revit and updated in Robot, so there were isolated nodes created in Robot at the previous member position.</p><p>Improved the material transfer for panels in the Robot model when panels in Revit have the same thickness but different material.</p><p>Corrected the update of the panel contour containing arc segments in Robot after changes made in Revit.</p><p>Corrected the material and thickness update for panels in the Robot model after changes made in Revit.</p>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com4tag:blogger.com,1999:blog-3415697736901526547.post-23510795859246061762022-12-08T15:37:00.001+02:002022-12-08T15:38:11.186+02:00Robot Structural Analysis Extension <p> Зустрічаєм <a href="https://up.autodesk.com/2023/RVT/7A1178A1-90E9-395C-B7CC-A3250BA1821F/RobotStructuralAnalysisExtensionforRevit.exe" target="_blank">свіженький апдейт</a> до Robot 2023. Що зробили:</p><p style="background-color: white; font-family: "Times New Roman", serif; margin: 10pt 0cm 0cm;"><b><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Enhancements</span></b><b><span style="background-attachment: initial; background-clip: initial; background-image: initial; background-origin: initial; background-position: initial; background-repeat: initial; background-size: initial; color: #172b4d; font-family: "Segoe UI", sans-serif; font-size: 10.5pt;"><o:p></o:p></span></b></p><p style="background-color: white; font-family: "Times New Roman", serif; margin: 10pt 0cm 0cm 36pt; text-indent: -18pt;"><span style="font-family: Symbol;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Enabled the creation and assignment of default Steel Design parameters type in Robot when transferred from Revit. The Steel Design parameters type is based on analytical member Structural Role defined in Revit, such as Beam, Column, Girder, and Member.</span></p><p style="background-color: white; font-family: "Times New Roman", serif; margin: 10pt 0cm 0cm 36pt; text-indent: -18pt;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Enabled the roundtrip of steel design parameters between Revit and Robot, so the Steel Design parameters type defined and assigned by a user in Robot Structural Analysis program is preserved after exchanging model with Revit.<o:p></o:p></span></p><p style="background-color: white; font-family: "Times New Roman", serif; margin: 10pt 0cm 0cm;"><b><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Issues Resolved<o:p></o:p></span></b></p><p style="background-color: white; font-family: "Times New Roman", serif; margin: 10pt 0cm 0cm 36pt; text-indent: -18pt;"><span style="font-family: Symbol;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected the update of members and panels geometry when edited in Robot and sent to Revit.</span></p><p style="background-color: white; font-family: "Times New Roman", serif; margin: 10pt 0cm 0cm 36pt; text-indent: -18pt;"><span style="font-family: Symbol;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected the transfer of members from Robot to Revit when section rotation angle exceeds the range of (-180;180) degrees.</span></p><p style="background-color: white; font-family: "Times New Roman", serif; margin: 10pt 0cm 0cm 36pt; text-indent: -18pt;"><span style="font-family: Symbol;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected grid position update when edited in Revit and sent to Robot model.</span></p><p style="background-color: white; font-family: "Times New Roman", serif; margin: 10pt 0cm 0cm 36pt; text-indent: -18pt;"><span style="font-family: Symbol;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Enabled analytical model transfer from Robot to Revit in case of German Structural template.</span></p><p style="background-color: white; font-family: "Times New Roman", serif; margin: 10pt 0cm 0cm 36pt; text-indent: -18pt;"><br /></p>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com0tag:blogger.com,1999:blog-3415697736901526547.post-26040524458368425152022-06-28T19:43:00.004+03:002022-06-28T19:43:51.187+03:00Первый Hotfix для Robot 2023<p> Вышел первый hotfix для Robot 2023 устраняющий обнаруженные на старте баги новой версии. Скачать можно через Autodesk Desktop Application или Autodesk Accounts.</p><p class="sectiontitleh11" style="background-color: white; color: #333388; font-family: "Times New Roman", serif; font-size: 10pt; font-weight: bold; margin: 16pt 0in 0in;"><a name="General_SPThis_"><span style="font-family: Verdana, sans-serif;">General Issues<o:p></o:p></span></a></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue causing software instability in display visibility dialog.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue causing incorrect internal forces for single beams when selecting a load envelope in Load Take Down method.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected shear modulus G value for user defined timber when saved to American Database.<o:p></o:p></span></p><p class="sectiontitleh11" style="background-color: white; color: #333388; font-family: "Times New Roman", serif; font-size: 10pt; font-weight: bold; margin: 16pt 0in 0in;"><span style="font-family: Verdana, sans-serif;">Loads and <span class="GramE">Analysis</span><o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue causing misplaced loads displaying when displayed a member in a separate window.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue with linear loads on edges which are not applied correctly.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected linear load double application to a panel with calculation model containing finite element mesh and load distribution by simplified method.<o:p></o:p></span></p><p class="sectiontitleh11" style="background-color: white; color: #333388; font-family: "Times New Roman", serif; font-size: 10pt; font-weight: bold; margin: 16pt 0in 0in;"><span style="font-family: Verdana, sans-serif;">Steel Design</span><o:p></o:p></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected instabilities that might have happened in steel design module.<o:p></o:p></span></p><p><span style="background-color: white;"></span><span style="background-color: white;"></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected the selection of automatic combination component for steel connection verification in case of number of components exceeding 32 000.</span></p>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com5tag:blogger.com,1999:blog-3415697736901526547.post-38403312751406234752022-05-04T08:21:00.000+03:002022-05-04T08:21:29.120+03:00Robot Digest 2022.1<p> Вышла новая версия Spider Pro, уже доступна в <a href="https://apps.autodesk.com/RSA/en/Detail/Index?id=964813656627065816&appLang=en&os=Win64" target="_blank">Autodesk App Store</a>:</p><div class="separator" style="clear: both; text-align: center;"><iframe allowfullscreen="" class="BLOG_video_class" height="266" src="https://www.youtube.com/embed/TvUlAX1uAtI" width="320" youtube-src-id="TvUlAX1uAtI"></iframe></div><br /><div class="separator" style="clear: both; text-align: center;"><br /></div><br /><p>Stéphane Balmain демонстрирует новый (точнее хорошо забытый старый) Load Take Down метод. Он был реализован в благополучно похороненном продукте CBS pro:</p><p></p><div class="separator" style="clear: both; text-align: center;"><iframe allowfullscreen="" class="BLOG_video_class" height="266" src="https://www.youtube.com/embed/4hXfcp_zmoA" width="320" youtube-src-id="4hXfcp_zmoA"></iframe></div><br /> <p></p>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com0tag:blogger.com,1999:blog-3415697736901526547.post-37679363613630150702022-03-29T18:08:00.006+03:002022-04-08T06:17:25.376+03:00Robot 2023<p>Снова весна и новая версия Robot на подходе. Список нововведений и улучшений можно посмотреть в онлайн справке:</p><p><a href="https://help.autodesk.com/view/RSAPRO/2023/ENU/?guid=GUID-CDBFEAA4-0FFB-41AC-AB8A-79F5C413C221">https://help.autodesk.com/view/RSAPRO/2023/ENU/?guid=GUID-CDBFEAA4-0FFB-41AC-AB8A-79F5C413C221</a></p><p><a href="https://help.autodesk.com/view/RSAPRO/2023/ENU/?guid=Robot_ReleaseNotes_2023_release_notes_html" target="_blank">https://help.autodesk.com/view/RSAPRO/2023/ENU/?guid=Robot_ReleaseNotes_2023_release_notes_html</a></p><p><br /></p><p></p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/a/AVvXsEgLl1EJw9r3WGVAAW8tw5gviRuMwQa3DekNl3_iqH8spBN3bGx0bWFuAUhnk1RFKnZcnN_1_UtxeSbtTsP0LOLMjgws-dVQ-ruR6xeVsR-VT0HlEk4lQpOGLODtXtRI_tLEZHHTSa-6V9_5SvPAHi3pLBzwFFEqXwwxyZG4fWE8PEWPR1ArmoYVdg" style="margin-left: 1em; margin-right: 1em;"><img alt="" data-original-height="144" data-original-width="249" height="185" src="https://blogger.googleusercontent.com/img/a/AVvXsEgLl1EJw9r3WGVAAW8tw5gviRuMwQa3DekNl3_iqH8spBN3bGx0bWFuAUhnk1RFKnZcnN_1_UtxeSbtTsP0LOLMjgws-dVQ-ruR6xeVsR-VT0HlEk4lQpOGLODtXtRI_tLEZHHTSa-6V9_5SvPAHi3pLBzwFFEqXwwxyZG4fWE8PEWPR1ArmoYVdg" width="320" /></a></div><div class="separator" style="clear: both; text-align: center;"><iframe allowfullscreen="" class="BLOG_video_class" height="266" src="https://www.youtube.com/embed/L52KA2zruAk" width="320" youtube-src-id="L52KA2zruAk"></iframe></div><div class="separator" style="clear: both; text-align: center;"><iframe allowfullscreen="" class="BLOG_video_class" height="266" src="https://www.youtube.com/embed/hRUrUa0zPR8" width="320" youtube-src-id="hRUrUa0zPR8"></iframe></div><div class="separator" style="clear: both; text-align: center;"><br /></div><p></p><p></p><div class="separator" style="clear: both; text-align: left;"><u><span><a name='more'></a></span><b><br /></b></u></div><div class="separator" style="clear: both; text-align: left;"><u><b>Gravity Analysis with Load Take-Down Method</b></u></div><p></p><p class="shortdesc" itemprop="headline" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 1em 0px 1.5em;">The Load Takedown Method distributes loads from floors onto beams, columns, and walls. The load is transferred down from the upper storey to the storey below and down to the foundation.</p><div class="separator" style="clear: both;"><div class="fig fignone" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__FIG_35D062EFF3C041AFB4E6ADE434813B8E" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 1em 0px; position: relative;"></div><p class="p" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 1em 0px;">This analysis is mostly oriented on fast, yet informative analysis in early design stages and where gravity loads are essential for building design decisions.</p><p class="p" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 1em 0px;">The three primary objectives for this new capability are to enable engineers to:</p><ul class="ul" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__UL_BECFAE93D9A049C9AB4E7B6AD6B2F585" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 0.75em 0px 1.5em; padding: 0px 0px 0px 2.5em;"><li class="li" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__LI_AF8705BEA4F94659A73F73C3F2A2F6D6" style="margin-bottom: 0.5em;">Determine reactions on foundations in very early design stages when design work on the upper part of the building is still being done.</li><li class="li" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__LI_743A94928A9642B3AA128C03FED7DE67" style="margin-bottom: 0.5em;">Understand building behavior to determine the best column layout distribution.</li><li class="li" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__LI_ECF03ABC0990469A8F55A1C6335B9AEE" style="margin-bottom: 0.5em;">Get loads transferred to individual objects so that object-based code design is possible using traditional engineer handy design code tools or even spreadsheets.</li></ul><div class="fig fignone" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__FIG_AAE29E3A3B064B42902745771850FFE4" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 1em 0px; position: relative;"><img alt="" class="image" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__IMAGE_175CD17ECE454036B1825EE0835AB70E" src="https://help.autodesk.com/cloudhelp/2023/ENU/RSAPRO-WhatsNew/images/GUID-039A5038-EFC1-4652-87F2-5B03554B79B6.png" style="height: auto; max-width: 100%; width: auto;" /></div><p class="p" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 1em 0px;">The Load Takedown Method provides structural analysis results in the following forms:</p><ul class="ul" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__UL_7536E7591B5A4044B058625B2617145B" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 0.75em 0px 1.5em; padding: 0px 0px 0px 2.5em;"><li class="li" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__LI_98EA847C78094D9CAB83BAB91702FDB7" style="margin-bottom: 0.5em;">Resulting loads on individual structural objects such as beams, columns, and walls coming from the floor load distribution, which can be used as a load input in external design applications.</li><li class="li" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__LI_C1CD33D10C0A43EBB3B96E429E04B2FB" style="margin-bottom: 0.5em;">Internal forces in beams and columns based on obtained resulting loads which can be consumed in internal design modules.</li><li class="li" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__LI_67C99D0AE6154AD4BB90FD2825B79613" style="margin-bottom: 0.5em;">Reactions on supports.</li></ul><div class="fig fignone" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__FIG_7031FE8E34DB43BE81C9870172B03B98" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 1em 0px; position: relative;"><img alt="" class="image" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__IMAGE_156068C6C396461FA75D7B0FDE08DFB1" src="https://help.autodesk.com/cloudhelp/2023/ENU/RSAPRO-WhatsNew/images/GUID-82707C9C-92BF-4886-AA06-086CE0E7280C.png" style="height: auto; max-width: 100%; width: auto;" /></div><div class="fig fignone" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__FIG_7031FE8E34DB43BE81C9870172B03B98" style="margin: 1em 0px; position: relative;"><span face="ArtifaktElement, Arial, Helvetica, sans-serif" style="color: #212121;"><span style="font-size: 14px;"><u><b>Integration with the Revit Contextual Analytical Model</b></u></span></span></div><div class="fig fignone" id="GUID-7D0AB6C9-3B2A-4FC1-9FCA-B5E8BC18CB54__FIG_7031FE8E34DB43BE81C9870172B03B98" style="margin: 1em 0px; position: relative;"><p class="shortdesc card-description" itemprop="headline" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 1em 0px 1.5em;">You can control and accurately create your Revit analytical model in the context of any structural physical model geometries.</p><div class="fig fignone" id="GUID-8335E2C6-90FE-408D-B552-E7A0E2CAFC33__FIG_F43CEA13EAA445D5A16847875240DD1D" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 1em 0px; position: relative;"><br /><img class="image card-thumbnail" id="GUID-8335E2C6-90FE-408D-B552-E7A0E2CAFC33__IMAGE_23AAF856DF8046D89B2E6A3229E7905C" src="https://help.autodesk.com/cloudhelp/2023/ENU/RSAPRO-WhatsNew/images/GUID-C1518329-6363-4A62-BD3E-2CF316A61757.png" style="height: auto; max-width: 100%; width: auto;" /><br /></div><p class="p" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 1em 0px;">The Analytical Driven Modeling approach for Revit introduces new enhanced structural modeling capabilities for analytical modeling.</p><p class="p" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 1em 0px;">The analytical elements are no longer created automatically with the physical model. The autonomous analytical model is represented by elements such as members, panels, and links, interconnected at nodes. The analytical model contains all the properties and data needed for analysis using tools like Autodesk Robot Structural Analysis.</p><p class="p" style="margin: 1em 0px;"><span face="ArtifaktElement, Arial, Helvetica, sans-serif" style="color: #212121;"><span style="font-size: 14px;"><u><b>Improved Load Distribution from Cladding to Members and Walls</b></u></span></span></p><p class="shortdesc card-description" itemprop="headline" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 1em 0px 1.5em;">Load distribution from claddings to beams, columns, and panels was improved in terms of quality and performance.</p><div class="fig fignone" id="GUID-1091DFB8-242D-40F1-9B29-EFF1053104B5__FIG_F43CEA13EAA445D5A16847875240DD1D" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px; margin: 1em 0px; position: relative;"><br /><img class="image card-thumbnail" id="GUID-1091DFB8-242D-40F1-9B29-EFF1053104B5__IMAGE_D18A91ABF8C84CDCB43443913DB34084" src="https://help.autodesk.com/cloudhelp/2023/ENU/RSAPRO-WhatsNew/images/GUID-DE35AC9C-3389-420C-A92F-4D5542015FCE.png" style="height: auto; max-width: 100%; width: auto;" /><br /></div><div class="p" style="color: #212121; font-family: ArtifaktElement, Arial, Helvetica, sans-serif; font-size: 14px;">The following performance enhancements have been applied to load distribution:<ul class="ul" id="GUID-1091DFB8-242D-40F1-9B29-EFF1053104B5__UL_F992EA2392F542E69453E675D5A797B3" style="margin: 0.75em 0px 1.5em; padding: 0px 0px 0px 2.5em;"><li class="li" id="GUID-1091DFB8-242D-40F1-9B29-EFF1053104B5__LI_E453AC48125445F3999CAE6C12CF1D76" style="margin-bottom: 0.5em;">Corrected load distribution on claddings with objects or elements carrying the load overlap.</li><li class="li" id="GUID-1091DFB8-242D-40F1-9B29-EFF1053104B5__LI_40ED96BBFC4F4567A2EA18DB13FA107A" style="margin-bottom: 0.5em;">Improved the performance of load distribution on claddings.</li><li class="li" id="GUID-1091DFB8-242D-40F1-9B29-EFF1053104B5__LI_70FEE0F89B3742B0B925BA3651ABCD38" style="margin-bottom: 0.5em;">Improved distribution of linear loads on edges applied to multiple panel and cladding types defined as a single load record.</li><li class="li" id="GUID-1091DFB8-242D-40F1-9B29-EFF1053104B5__LI_A48005DE86A64731897286B050B4C721" style="margin-bottom: 0.5em;">Corrected load direction on bars coming from cladding load distribution.</li></ul></div></div></div><p><u><b>Release Notes for Autodesk Robot Structural Analysis Professional 2023</b></u></p><p class="MsoNormal"><span lang="EN-US"><b>Enhancements</b><o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US"><b>Miscellaneous</b><o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Added grip
marks in all resizable dialogs for users t easily discover this behavior.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Added grip
mark to resize the Display dialog box.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Reorganized
the help menu content, giving access to the community forum.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Corrected
the behavior of object groups with empty content, as they were not visible on
the group list.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Implemented
the multipoint linear load for edges to get correct load distribution from
cladding to walls.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Updated the
material database for Brazil with the list of concretes and steels based on
Brazilian design codes.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">PN-EN
design codes have been set as default for Polish settings instead of legacy
PN-B codes.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Improved
the performance of pasting data into the load tables.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Corrected
API detection of number of points in manually defined spectrum for Spectral
Analysis.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US"><b>Reinforced
Concrete Design</b><o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Added the
reinforcement rebar database according to the Brazilian standard ABNT NBR
6118:2014.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Added the
reinforcement rebar database according to the ASTM and ASTM-Metric provision.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Improved
calculation time and performance in required reinforcement calculation for
columns.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Corrected
detection of openings in a slab while checking critical perimeter for punching.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Refactored
the Required Reinforcement Software Development Kit (SDK) for ease of use.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US"><b>Help and
Documentation</b><o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Translated
the online help content into new languages: Spanish and Portuguese-Brazilian.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Corrected
user interface translations for the Portuguese-Brazilian language.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US"><b>Issues
Resolved</b><o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US"><b>Miscellaneous</b><o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Enabled
proper release conditions reported in tables in case of releases assigned in
the opposite direction than the local X direction of a member.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Fixed an
issue with a missing tooltip when hovering over the Core Walls icon.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Fixed an
issue causing software instability during work in the Object Inspector.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Fixed an issue
with the background color on the viewer screen capture.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Corrected
the position of the tab selection list when the Windows taskbar is on the left
or on the right side of the screen.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Fixed an
issue with the model opening in the Spanish regional settings when the file was
saved with the Education version of the program.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Fixed an
issue with the content of the command menu for construction types other than
Shell model.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Enabled
copying panels to earlier versions of Robot Structural Analysis.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Improved
Moving Load dialog box layout when resized.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Fixed an
issue showing a wrong menu type during the second opening of the Toolbar and
Menu tab in the Preferences dialog box.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Improved
the label, text, and description movement in the model viewer.<o:p></o:p></span></p><p class="MsoNormal"><span lang="EN-US">Improved
the diagram display for the gap/hook non-linear support definition.<o:p></o:p></span></p><p class="MsoNormal">Corrected an issue where a Story name was not showing in the
Inspector properties.<o:p></o:p></p><p class="MsoNormal">Corrected software instabilities that could happen on a
model viewer.<o:p></o:p></p><p class="MsoNormal">Fixed an issue causing software instabilities while
reviewing tables.<o:p></o:p></p><p class="MsoNormal">Corrected an issue with opening DXF files that were
previously saved by the program.<o:p></o:p></p><p class="MsoNormal">Fixed an issue causing a software instability while saving a
model with large number of panels in STR format.<o:p></o:p></p><p class="MsoNormal">Removed incorrect plastic section modulus for symmetrical
angles in the central system of coordinates in EuroPro, CatPro, and RPLN7Pro
steel section databases.<o:p></o:p></p><p class="MsoNormal">Corrected an issue resulting in an error message when
transferring the model from Robot Structural Analysis to Revit with an empty combination
definition, without load cases.<o:p></o:p></p><p class="MsoNormal">Corrected an issue where loads on cladding in Robot
Structural Analysis were not preserved on round-trip transfer with Revit.<o:p></o:p></p><p class="MsoNormal"><b>Loads and Combinations</b><o:p></o:p></p><p class="MsoNormal">Fixed an issue causing software instability during Snow and
Wind loads generation for frames.<o:p></o:p></p><p class="MsoNormal">Fixed an issue which caused the inability to enter a
user-defined factor in the combination table.<o:p></o:p></p><p class="MsoNormal">Corrected the external pressure coefficients (Cpe) for wind
load generation according to the EC 1991-1-4 code.<o:p></o:p></p><p class="MsoNormal">Corrected the internal pressure coefficients (Cpi) for wind
load generation on frames with openings according to the EC 1991-1-4 code.<o:p></o:p></p><p class="MsoNormal">Corrected the basic wind load pressure for walls according
to the EC 1991-1-4 being calculated as for wall height instead of the roof
ridge height.<o:p></o:p></p><p class="MsoNormal">Fixed an issue with displaying the vehicle load in the
moving loads case.<o:p></o:p></p><p class="MsoNormal">Fixed an issue with a description of a planar load in the
load tables for the Frame 3D structure type.<o:p></o:p></p><p class="MsoNormal">Improved load distribution on claddings, which often ended
with the unjustified warning "The load has not been distributed correctly
- There are no objects or elements carrying the load overlap".<o:p></o:p></p><p class="MsoNormal">Improved the distribution of linear loads on edges applied
to multiple panel and cladding types defined as a single load record.<o:p></o:p></p><p class="MsoNormal">Fixed an issue causing the inability to enter the letter Z
in the Memo field of load tables.<o:p></o:p></p><p class="MsoNormal">Fixed separate display of added masses "defined
manually" and "converted from loads".<o:p></o:p></p><p class="MsoNormal">Fixed an issue causing a wrong load direction on bars coming
from cladding load distribution.<o:p></o:p></p><p class="MsoNormal"><b>Model Calculations</b><o:p></o:p></p><p class="MsoNormal">Fixed an issue with the scaling factor for the self-weight
load which was not considered in load to mass conversion for dynamic analysis.<o:p></o:p></p><p class="MsoNormal">Fixed an issue causing incorrect results for Time History
Analysis occurring when a buckling case was defined right before a Time History
Analysis case.<o:p></o:p></p><p class="MsoNormal">Enabled calculation of nonlinear combinations with load
cases generated by wind simulation.<o:p></o:p></p><p class="MsoNormal">Corrected the resonance build-up factor value in Footfall
analysis for stairs according to SCI P354, which was incorrectly calculated due
to missing limits for the velocity of walking.<o:p></o:p></p><p class="MsoNormal">Corrected calculations of Sequential Self Weight analysis.<o:p></o:p></p><p class="MsoNormal">Fixed an issue in nonlinear buckling analysis when
"determine positive critical coefficients only" is checked.<o:p></o:p></p><p class="MsoNormal">Fixed an issue for the multithread solver when running
calculations in two instances of the program simultaneously.<o:p></o:p></p><p class="MsoNormal">Corrected calculation of spectrum parameters for IBC seismic
codes (2000, 2006, 2009, 2012 and 2018) for site class E.<o:p></o:p></p><p class="MsoNormal">Improved the stability of calculations run when another
dialog window was opened in the program.<o:p></o:p></p><p class="MsoNormal">Improved calculation of load to masse conversion in the
modal analysis when the option to create the main node for floor diaphragm in
the Stories parameters was applied.<o:p></o:p></p><p class="MsoNormal">Corrected calculation for panels with diaphragm calculation
model where mass was not considered in modal analysis.<o:p></o:p></p><p class="MsoNormal">Fixed an issue causing wrong results or no results while
calculating a model with phases in Calculation Manager.<o:p></o:p></p><p class="MsoNormal"><b>Results Exploration</b><o:p></o:p></p><p class="MsoNormal">Fixed an issue causing a problem with displaying a legend on
model printouts when the combination component selection dialog box was open.<o:p></o:p></p><p class="MsoNormal">Corrected the values of integrated forces and moments for
cuts on solids.<o:p></o:p></p><p class="MsoNormal">Corrected the results for non-linear P-Delta combinations
with notional load cases.<o:p></o:p></p><p class="MsoNormal">Fixed software instability on drawing forces diagrams in the
Member Properties dialog box.<o:p></o:p></p><p class="MsoNormal">Fixed an issue causing software instability when generating
print previews containing graphics.<o:p></o:p></p><p class="MsoNormal">Corrected stress reduction for shell elements when reduced
stiffness is applied to the panel thickness.<o:p></o:p></p><p class="MsoNormal"><b>Reinforced Concrete Design</b><o:p></o:p></p><p class="MsoNormal">Corrected environmental class information in calculation
notes for column, foundation and wall provided reinforcement design according
to ACI 318-14.<o:p></o:p></p><p class="MsoNormal">Implemented limit for nominal shear strength provided by
concrete (Vc) for ACI 318-14 according to point 22.5.7.1.<o:p></o:p></p><p class="MsoNormal">Corrected an issue which caused not preserving the choice of
steel material model in the Calculation Options dialog Longitudinal
Reinforcement tab for the EN 1992-1-1 design code.<o:p></o:p></p><p class="MsoNormal">Corrected the selection of message in calculation error
dialog box when the list of messages was longer than the dialog size.<o:p></o:p></p><p class="MsoNormal">Corrected the inability to select provided bar reinforcement
elements in in the viewer.<o:p></o:p></p><p class="MsoNormal">Corrected the functionality of the lambda modification
factor calculation for lightweight concrete in reinforced concrete design
according to ACI 318-14 code.<o:p></o:p></p><p class="MsoNormal">Corrected the edition of rebar database with imperial units.<o:p></o:p></p><p class="MsoNormal">Corrected the required reinforcement design for members
according to the CSA A23.3-04 code, issue caused by inconsistent data in the
rebar database.<o:p></o:p></p><p class="MsoNormal">Corrected the import of required reinforcement to Deep Beam
design, which was not considered in reinforcement distribution for panels
located in a model on a plane different than ZY.<o:p></o:p></p><p class="MsoNormal"><b>Reinforced Concrete Beam Design</b><o:p></o:p></p><p class="MsoNormal">Fixed an issue with a missing verification message in the
Beam design module for EN 1992-1-1 code and National Annexes.<o:p></o:p></p><p class="MsoNormal">Enabled the span length edition for a stand-alone reinforced
beam, created after a beam has been imported from the model.<o:p></o:p></p><p class="MsoNormal">Corrected the cover calculation to satisfy environment
requirement for the BS-EN-1992-1-1 code.<o:p></o:p></p><p class="MsoNormal">Corrected the concrete material properties in provided
reinforcement design when the same material with different properties is
defined in the Job Preferences.<o:p></o:p></p><p class="MsoNormal">Fixed software instability when Geometry Optimization was
active, and a beam geometry was changed during calculation.<o:p></o:p></p><p class="MsoNormal"><b>Reinforced Concrete Column Design</b><o:p></o:p></p><p class="MsoNormal">Corrected the value display for a shear force on the Results
tab for a column reinforcement.<o:p></o:p></p><p class="MsoNormal">Corrected the minimum cover value based on the environment
class for the reinforced column design according to ACI 318-14 code.<o:p></o:p></p><p class="MsoNormal">Improved the consistency of results on the Result tab and in
the calculation note for reinforced column design according to ACI 318-14 code.<o:p></o:p></p><p class="MsoNormal">Improved the visibility of force values for designed columns
in the calculation note.<o:p></o:p></p><p class="MsoNormal">Corrected parameter names for reduction ratio of column
stiffness due to sustained axial loads (βdns) and partial sustained axial loads
(β) for ACI318-14 code.<o:p></o:p></p><p class="MsoNormal">Corrected verification for slender sway/non-sway columns for
the ACI 318-14 and ACI 318-19 codes.<o:p></o:p></p><p class="MsoNormal"><b>Reinforced Concrete Foundation Design</b><o:p></o:p></p><p class="MsoNormal">Removed the minimal reinforcement condition for foundations
which is not required for NF-EN 1992-1-1 design code.<o:p></o:p></p><p class="MsoNormal">Corrected the display of Geotechnical template names in the
Inspector drop-down list.<o:p></o:p></p><p class="MsoNormal">Corrected the display of Geotechnical template names on the
Stress tab in the Geotechnical Options dialog box.<o:p></o:p></p><p class="MsoNormal">Corrected the import of steel element geometry to the
foundation design module.<o:p></o:p></p><p class="MsoNormal">Corrected the calculations of the minimum required bottom
reinforcement for isolated footing according to EN 1991-1-1 7.3.2.<o:p></o:p></p><p class="MsoNormal">Corrected splice reinforcement for lean concrete in the
foundation design module for NF P 94-261 (Eurocode 7 with French National
Annex).<o:p></o:p></p><p class="MsoNormal">Improved continuous footing optimization for soil stress.<o:p></o:p></p><p class="MsoNormal">Corrected the object update for reinforcement concrete
continuous footing module after a model modification.<o:p></o:p></p><p class="MsoNormal">Corrected the Vc shear coefficient for foundation punching
design according to the ACI 318-14 metric design code (p.22.5.5.1).<o:p></o:p></p><p class="MsoNormal"><b>Reinforced Concrete Slab Design</b><o:p></o:p></p><p class="MsoNormal">Fixed a software instability when importing panels with
required reinforcement to provided reinforcement design module.<o:p></o:p></p><p class="MsoNormal">Improved the transfer performance of panels with linear
releases to the provided reinforcement design module.<o:p></o:p></p><p class="MsoNormal">Corrected the value of bar diameter in the required slab
reinforcement calculation note for the BAEL rebar database.<o:p></o:p></p><p class="MsoNormal"><b>Reinforced Concrete Wall Design</b><o:p></o:p></p><p class="MsoNormal">Corrected the limit of wall slenderness to 90 for reinforced
concrete design according to the NF-EN 1992-1-1 code<o:p></o:p></p><p class="MsoNormal">Corrected the minimum cover value-based on environment class
in Reinforced Wall design according to ACI 318-14 code.<o:p></o:p></p><p class="MsoNormal"><b>Steel Connections Design</b><o:p></o:p></p><p class="MsoNormal">Fixed an issue causing wrong results for stiffness of bolt
rows in a fixed Beam to Column connection design according to EN 1993-1-8.<o:p></o:p></p><p class="MsoNormal">Fixed an issue with the calculation of effective length of a
bolt row above the beam flange in a Beam to Column connection design according
to EN 1993-1-8.<o:p></o:p></p><p class="MsoNormal">Corrected the calculation of a column web tension (Ft,wc,Rd
) for Beam to Column End Plate connection design according to EN 1993-1-8.<o:p></o:p></p><p class="MsoNormal">Corrected the calculation of the compression force formula
in the beam (F res) in a steel Beam to Beam connection design according to NF P
22-430.<o:p></o:p></p><p class="MsoNormal"><b>Steel and Timber Design</b><o:p></o:p></p><p class="MsoNormal">Fixed an issue which caused the loss of the combination list
used for steel design in the Calculations dialog box.<o:p></o:p></p><p class="MsoNormal">Corrected software instabilities that could happen in the
steel design module.<o:p></o:p></p><p class="MsoNormal">Enabled steel design calculation when the moving load case
is set as auxiliary.<o:p></o:p></p><p class="MsoNormal">Improved the stability of the program after switching to
another application while being in the parametrized sections dialog box of
steel design.<o:p></o:p></p><p class="MsoNormal">Corrected the steel design of a rectangular section created
by API, due to incorrect plastic modulus Wpl.<o:p></o:p></p><p class="MsoNormal">Corrected the detection of bracings for buckling in local Z
direction for the 2D Frame structure type.<o:p></o:p></p><p class="MsoNormal">Blocked the verification of steel members for user-defined
sections without the required data, for example missing the flange or web
thickness.<o:p></o:p></p><p class="MsoNormal">Corrected default parameters for emissivity coefficients for
member surface (εm) and fire (εf) for EN 1993-1-1 code.<o:p></o:p></p><p class="MsoNormal">Corrected the calculation of shear area Ay and Az for welded
I-shape profiles according to the EN 1993-1-1 code.<o:p></o:p></p><p class="MsoNormal">Corrected the flange class calculation for a box-shape
cross-section according to the ANSI/AISC 360-16 code.<o:p></o:p></p><p class="MsoNormal">Corrected the calculation of the unbraced length coefficient
(rt) for symmetrical I-shape sections according to the ANSI/AISC 360-16 code.<o:p></o:p></p><p class="MsoNormal">Corrected the deflection verification for a cantilever
member with camber according to the NF EN 1995-1-1 timber design code.<o:p></o:p></p><p class="MsoNormal"><b>Installation Requirements</b><o:p></o:p></p><p class="MsoNormal">Autodesk Robot Structural Analysis 2023 supports Windows 10
64-bit and Windows 11 64-bit.</p>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com1tag:blogger.com,1999:blog-3415697736901526547.post-51019754829379873222021-08-28T08:05:00.002+03:002021-08-28T08:06:14.354+03:00Бета тест новинок для Robot 2022<p> Кто хочет попробовать несколько новых опций для Robot 2022? Все они были анонсированы в последнем Road Map для Robot. К сожалению, правила не разрешают их публично разглашать, но зайдя по ссылке <a href="https://feedback.autodesk.com/key/RSA_Feedback">https://feedback.autodesk.com/key/RSA_Feedback</a> вы сами все увидите. </p>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com2tag:blogger.com,1999:blog-3415697736901526547.post-68867476926999565412021-07-28T10:56:00.002+03:002021-07-28T12:34:32.414+03:00Изолированная конструкция<p> Причиной написать данный пост послужил следующий комментарий на одном из блогов:</p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjnr2U1NEwby3879fvIYkKcaE2O8HM3HrsvKf-bG4mLe6qPWYt7itKuNFBkRY7YKhdB7Fs9UoDWK9QyOrPGm-zr9ArxGuGA1nqIjzgXillv2XzvKksel-BQqMm3PIs_jfYIvhtigrrdqA/s860/01.jpg" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="228" data-original-width="860" height="170" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjnr2U1NEwby3879fvIYkKcaE2O8HM3HrsvKf-bG4mLe6qPWYt7itKuNFBkRY7YKhdB7Fs9UoDWK9QyOrPGm-zr9ArxGuGA1nqIjzgXillv2XzvKksel-BQqMm3PIs_jfYIvhtigrrdqA/w640-h170/01.jpg" width="640" /></a></div><br /><p>Серьёзно сложно?! Удалять фрагменты схемы, запускать каждый раз расчет и смотреть ушла проблема или нет?! Это не наш метод, ведь Robot позволяет элегантно решить данную задачу.<span></span></p><a name='more'></a><p></p><p>И так, мы получаем вот такое сообщение при расчете конструкции и соглашаемся продолжить:</p><p></p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEh8naLegTjdxSpWBFQugFMu24ZlcX1LTCZLherN2QMBiumKP6a0EJW3TD2w4nQwMYLylYuUkYk5hscTgAMD6I7r56_kmU381SVjO4vf7Z1LZBiDckxkGH4D0Pe2k7P96y18DS6O0QkftA/s576/02.jpg" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="269" data-original-width="576" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEh8naLegTjdxSpWBFQugFMu24ZlcX1LTCZLherN2QMBiumKP6a0EJW3TD2w4nQwMYLylYuUkYk5hscTgAMD6I7r56_kmU381SVjO4vf7Z1LZBiDckxkGH4D0Pe2k7P96y18DS6O0QkftA/s16000/02.jpg" /></a></div><br /> Щелчок по сообщению Изолированная конструкция обесцветит нашу модель, но не подсветит проблемное место, как это работает с изолированными узлами:<p></p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjvGmsfr2HuZCDqe1dYzB05MqxhTTQ35pVmFjrZConV84OVG1fMkaOVDAfmCj4WG-GtkFNW2IB5lIHdZUCecySggYD4Qtddl5xlrVL0_XPBTP5RbfA7Aou68J0YFZBKh_y_kMRkRJwCEw/s882/03.jpg" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="490" data-original-width="882" height="356" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjvGmsfr2HuZCDqe1dYzB05MqxhTTQ35pVmFjrZConV84OVG1fMkaOVDAfmCj4WG-GtkFNW2IB5lIHdZUCecySggYD4Qtddl5xlrVL0_XPBTP5RbfA7Aou68J0YFZBKh_y_kMRkRJwCEw/w640-h356/03.jpg" width="640" /></a></div><br /><p>Раскрываем комбобокс выбора узлов и видим в списке две служебные группы:</p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEh7JqpLd96NZ4dtFQTYYRKhPkH4DOhJWssyu0Mx5Zk-OxFn61mpf7ezy3O3Ms7YyaxDKBJftzSZyXLJzCEbJ_VcAjuNKocAHo-FrZ1UuXi0hrXZg5f4djb3qU4xTjZczs8mLYw7v_M50g/s272/04.jpg" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="213" data-original-width="272" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEh7JqpLd96NZ4dtFQTYYRKhPkH4DOhJWssyu0Mx5Zk-OxFn61mpf7ezy3O3Ms7YyaxDKBJftzSZyXLJzCEbJ_VcAjuNKocAHo-FrZ1UuXi0hrXZg5f4djb3qU4xTjZczs8mLYw7v_M50g/s16000/04.jpg" /></a></div><br /><p>Названия созданы Robot по шаблону $SUB###$, где ### номер начиная с 001. В нашей модели видно, что существует 2 раздельные конструкции, т. е. не имеющие общих узлов. Щелчок по первой группе подсветит все узлы, принадлежащие ей:</p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiBsVr6EPD-_9DFdaQYHwcgkKiU-KJMxlOrPO1rrt5x2RJJJGYyGF0oU5YqaBRq_KU6cbWVXRyZjss7sOjRhdS4AmhMkR4PkeaLKad2Iox3-Fvh9liBa45HHXaBf1m41Ct42VpNkJyo7w/s922/05.jpg" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="560" data-original-width="922" height="388" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiBsVr6EPD-_9DFdaQYHwcgkKiU-KJMxlOrPO1rrt5x2RJJJGYyGF0oU5YqaBRq_KU6cbWVXRyZjss7sOjRhdS4AmhMkR4PkeaLKad2Iox3-Fvh9liBa45HHXaBf1m41Ct42VpNkJyo7w/w640-h388/05.jpg" width="640" /></a></div><br /><p>Если дядя Рома не ошибается, то по умолчанию Robot всегда помещает в группу $SUB001$ часть конструкции с наибольшим количеством узлов. Теперь выберем следующую группу и покрутим модельку в поисках подсвеченных узлов:</p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgpvse9WafdWIIwQaKbrweZKdwzz9PKE6RR-sHbhgJUe29bAk3UWLN80ii4lJ_K5VCMRjHfjAmNCWhsIBapiBprTNS4k1m6RmLOuPGwVogn0hgepKMzISKUOON7J_SraTiyoP5nF_wSIA/s540/06.jpg" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="367" data-original-width="540" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgpvse9WafdWIIwQaKbrweZKdwzz9PKE6RR-sHbhgJUe29bAk3UWLN80ii4lJ_K5VCMRjHfjAmNCWhsIBapiBprTNS4k1m6RmLOuPGwVogn0hgepKMzISKUOON7J_SraTiyoP5nF_wSIA/s16000/06.jpg" /></a></div><br /><p>Проблема обнаружена, стена стоит отдельно. Как можно улучшить поиск вместо кручения модели? Например, выбрать объекты, которым принадлежат подсвеченные узлы. В случае стержней все очень просто: узлы уже выбраны после щелчка по группе, в окне Выбор делаем следующую операцию:</p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhs42H6dOrEHrEcK-pIyp7Zob1wVBtIbeX2aaxdnfrsAw0658D3e5CL2Lfm2Qb02YCCi1dOUKHe_7PPITR4QZOf_xBHRT-eGznfp9GSpA0n99Vvs6qtEeAvkDY2rsFDvhsGKBetFEQ4_Q/s532/07.jpg" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="443" data-original-width="532" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhs42H6dOrEHrEcK-pIyp7Zob1wVBtIbeX2aaxdnfrsAw0658D3e5CL2Lfm2Qb02YCCi1dOUKHe_7PPITR4QZOf_xBHRT-eGznfp9GSpA0n99Vvs6qtEeAvkDY2rsFDvhsGKBetFEQ4_Q/s16000/07.jpg" /></a></div><br /><p>Для выбора оболочек путь немного длиннее: узлы → конечные элементы → плиты</p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiZK6eOxKWcEsBh4ewPDcim-7-YqPXa_cKMnpx3zR6G5UzhsDIaQG1wVZjsqZC_z9gbWskT-u1xoYMcY9jGLRgHo7JGftBzFeqSZ5dtLsxZzvWZ7eFmqLCvNvS0jL0JflzabpDqJd_2fw/s454/08.jpg" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="409" data-original-width="454" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiZK6eOxKWcEsBh4ewPDcim-7-YqPXa_cKMnpx3zR6G5UzhsDIaQG1wVZjsqZC_z9gbWskT-u1xoYMcY9jGLRgHo7JGftBzFeqSZ5dtLsxZzvWZ7eFmqLCvNvS0jL0JflzabpDqJd_2fw/s16000/08.jpg" /></a><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEij6BL4azQtkKJJuX5JGG8MB88akVzvVSt29rCcMsNu4KVpNspXFPATiQIsynN_bD8yYAmRGw_NfpC_mrvV2P1Uxl463cXbebPrWC6CM4DH5GI3ovHzoa6iS2ey3W0jT26ra8GNwbR4LA/s448/09.jpg" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="401" data-original-width="448" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEij6BL4azQtkKJJuX5JGG8MB88akVzvVSt29rCcMsNu4KVpNspXFPATiQIsynN_bD8yYAmRGw_NfpC_mrvV2P1Uxl463cXbebPrWC6CM4DH5GI3ovHzoa6iS2ey3W0jT26ra8GNwbR4LA/s16000/09.jpg" /></a></div><br /></div><p>В случае большой схемы будет крайне полезна команда Вид → Изменить размер → Масштаб текущего вида (сочетание клавиш ZX в 2022 версии Robot). На картинке ниже показан пример того, что произойдет при выполнении данной команды:</p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiqMNy5NRAiWhscA7V0rHPmct6LaHaqZMSLka16OnFgfOiBeoWhCWS67ga5eSvrnbIwaw-SenQQLfFVFMtmiHznnanrJuurSdqrb3pbiY3eOjgS7A0TGskZ-j3V3tQ-M3R670cTemr_1w/s809/10.jpg" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="809" data-original-width="754" height="640" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiqMNy5NRAiWhscA7V0rHPmct6LaHaqZMSLka16OnFgfOiBeoWhCWS67ga5eSvrnbIwaw-SenQQLfFVFMtmiHznnanrJuurSdqrb3pbiY3eOjgS7A0TGskZ-j3V3tQ-M3R670cTemr_1w/w596-h640/10.jpg" width="596" /></a></div><br /><p>Как видим, ничего сложного, нужно просто уметь готовить (с)</p><div><br /></div>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com1tag:blogger.com,1999:blog-3415697736901526547.post-49347294018853443122021-07-27T15:39:00.004+03:002021-07-27T15:39:41.219+03:00Первый Hotfix для Robot 2022<p> Вышла первая заплаточка для Robot 2022 устраняющая неприятные моменты новой версии. Скачать можно через Autodesk Desktop Application или Autodesk Accounts</p><p class="sectiontitleh11" style="background-color: white; color: #333388; font-family: "Times New Roman", serif; font-size: 10pt; font-weight: bold; margin: 16pt 0in 0in;"><a name="General_SPThis_"><span style="font-family: Verdana, sans-serif;">General Issues<o:p></o:p></span></a></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Resolved general issue with some functionalities stopped working when Revit 2022 HotFix 1 has been installed on the same machine.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue with the content of the command menu for construction types other than Shell model.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Enabled copying panels to earlier versions of Robot Structural Analysis.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue which caused the program to stop working while operating in the Object Inspector.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue causing software instability while reviewing the results tables.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Improved moving of labels, text, and descriptions in the main viewer.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue that caused the model to open in the Spanish regional settings when the file was saved in the Education version.<o:p></o:p></span></p><p class="sectiontitleh11" style="background-color: white; color: #333388; font-family: "Times New Roman", serif; font-size: 10pt; font-weight: bold; margin: 16pt 0in 0in;"><span style="font-family: Verdana, sans-serif;">Loads and <span class="GramE">Combinations</span><o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue that caused the inability to enter a coefficient in the combination table.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue with displaying the vehicle load in moving loads case.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue with a description of a planar load in the load tables for the Frame 3D structure type.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue with the scaling factor for self-weight load that was not considered in the load to mass conversion for dynamic analysis.<o:p></o:p></span></p><p class="sectiontitleh11" style="background-color: white; color: #333388; font-family: "Times New Roman", serif; font-size: 10pt; font-weight: bold; margin: 16pt 0in 0in;"><a name="SteelConnect_SPThis_"></a><span style="font-family: Verdana, sans-serif;">Analysis<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue causing incorrect results for Time History Analysis occurring when a buckling case was defined right before a Time History Analysis case.<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue with generating Spectral Analysis case by API when spectrum is defined manually.<o:p></o:p></span></p><p class="sectiontitleh11" style="background-color: white; color: #333388; font-family: "Times New Roman", serif; font-size: 10pt; font-weight: bold; margin: 16pt 0in 0in;"><a name="ReinConc_SPThis_"></a><span style="font-family: Verdana, sans-serif;">Reinforced Concrete Design<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue which caused the verification message to not display in the RC Beam module for EN 1992-1-1 code and National Annexes.<o:p></o:p></span></p><p class="sectiontitleh11" style="background-color: white; color: #333388; font-family: "Times New Roman", serif; font-size: 10pt; font-weight: bold; margin: 16pt 0in 0in;"><a name="SteelDes_SPThis_"></a><span style="font-family: Verdana, sans-serif;">Steel Design<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue which caused the loss of the combination list used for steel design.<o:p></o:p></span></p><p class="sectiontitleh11" style="background-color: white; color: #333388; font-family: "Times New Roman", serif; font-size: 10pt; font-weight: bold; margin: 16pt 0in 0in;"><a name="SteelConnect_SPThis_"></a><span style="font-family: Verdana, sans-serif;">Steel Connection Design<o:p></o:p></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Fixed an issue which caused wrong results for stiffness of bolt rows in a fixed Beam-to-Column connection design according to EN 1993-1-8.<o:p></o:p></span></p><p><span style="background-color: white;"></span><span style="background-color: white;"></span></p><p class="MsoNormal" style="background-color: white; font-family: "Times New Roman", serif; margin: 4pt 0in 0.0001pt 48pt; text-indent: -0.25in;"><span style="font-family: Symbol; font-size: 10pt;">·<span style="font-family: "Times New Roman"; font-size: 7pt; font-stretch: normal; font-variant-east-asian: normal; font-variant-numeric: normal; line-height: normal;"> </span></span><span style="font-family: Verdana, sans-serif; font-size: 10pt;">Corrected the calculation of the effective length of a bolt row above the beam flange in a Beam-to-Column connection design according to EN 1993-1-8.</span></p>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com1tag:blogger.com,1999:blog-3415697736901526547.post-83160958528174567252021-04-20T07:26:00.001+03:002021-04-20T07:26:57.897+03:00Дорожная карта Robot - весна 2021<p> Опубликована <a href="https://blogs.autodesk.com/revit/2021/04/19/whats-new-in-robot-structural-analysis-professional-2022-and-public-roadmap-update/" target="_blank">публичная дорожная карта для Robot </a> и можно сказать. что в ней есть несколько действительно стоящих и долгожданных вещей. Например, планируется открыть доступ к некоторым алгоритмам по расчету железобетонных конструкций. Это поможет привлечь энтузиастов для внедрения отсутствующих норм расчета. Также планируют существенно перебрать аналитическую модель в Revit, что позволит делать просто немыслимые вещи, как назначать аналитику для лестниц. <span></span></p><a name='more'></a><p></p><p class="has-medium-font-size" style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 1.25em; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Analysis</span> </p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;">Analysis solvers are essential enablers for the overall Analysis & Design process. Even though Robot has been renowned for its versatility and performance for meshing and analysis, we should expect it to continue to grow within this area: new analysis methods, faster and multi-processing methods supporting variety of platforms and being connected to open standards. Below are specific projects we are working on or plan to invest in: </p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Gravity Analysis with Load Takedown method</span> – The three primary objectives for this new capability is to enable engineers to: </p><ul style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin: 0px;"><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: 0px;">Determine reactions on foundations in very early design stages when the upper part of a building is yet being worked on.</li><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: var(--spacing5);">Understand building behavior to determine best columns layout distribution.</li><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: var(--spacing5);">Get loads transferred to individual objects so that local code check is possible with engineers’ traditional and handy code checking tools or even spreadsheets.</li></ul><figure class="wp-block-image size-large" style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin: 0px 0px 1em;"><img alt="" class="wp-image-5993" height="395" loading="lazy" sizes="(max-width: 1024px) 100vw, 1024px" src="https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Gravity-Analysis-with-Load-Takedown-method-1024x395.png" srcset="https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Gravity-Analysis-with-Load-Takedown-method-1024x395.png 1024w, https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Gravity-Analysis-with-Load-Takedown-method-300x116.png 300w, https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Gravity-Analysis-with-Load-Takedown-method-768x296.png 768w, https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Gravity-Analysis-with-Load-Takedown-method.png 1288w" style="border-radius: inherit; border: 0px; box-sizing: inherit; display: block; height: auto; margin-top: 0px; max-width: 100%; padding: 0px; vertical-align: middle; width: 736.922px;" width="1024" /></figure><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Updates to design codes for Seismic analysis</span> – We plan to update the following design codes for Seismic analysis:</p><ul style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin: 0px;"><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: 0px;">Portugal: POR NP EN 1998-1:2010</li><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: var(--spacing5);">France: FR NF EN 1998-1/NA</li></ul><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Improved results accuracy for forces reduction over walls</span> – Improved reduction over walls would allow to reduce bending moment concentrations in more accurate way. With that, calculated reinforcement could be reduced as it would be calculated by taking into account bending moment values from supporting wall edges.</p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Improved results accuracy for seismic calculation with eccentricities for spectral methods</span> – This is to align seismic analysis results concerning sums of reactions with reduced results for building stories. New calculation procedures would make it possible to obtain torsion values corresponding to seismic analysis results determined by equivalent lateral force method.</p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Stiffness modifiers for all directions of members and panels without specifying an orthotropic panel</span> –<br style="box-sizing: inherit;" />We plan to introduce reduction in compression Ax and shear Ay, Az for members. General stiffness reduction coefficients for panel would allow to simulate stiffness reduction caused by such effect as panel cracking without orthotropic panel definition.</p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Additional parameters for seismic analysis for US codes</span> – We plan to add additional parameters such as: Seismic Group, Site Class, Short and 1-sec, Period Response Accelerations, Fundamental Period and Response Modification Factor, etc.</p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Additional mass as a substitute for the last story </span>★ (e.g. roof) for simplified seismic analysis – which will help engineers take into account masses for structural elements (which might have significant mass) that as such are typically not taken into account in seismic analysis.</p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Loads and masses application to centers of rigid diaphragms</span> ★ – which will make it possible for engineers to apply custom lateral loads to building slabs. This feature would enable definition of additional loads and masses in rigid diagrams’ mass center. It will result in more accurate internal forces calculation, avoiding unnecessary loads and mass eccentricity definitions.</p><p class="has-medium-font-size" style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 1.25em; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Code Design</span></p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;">In this category, we cover investments in design codes to help our users be compliant with latest regulation for many countries. Local codes enable end-to-end analysis to design workflows for engineers to take design decisions for whole buildings and at objects level. At the same time, Robot, along with Revit, is open to be a platform for specialized and tailored-where-needed code design tools from the broader partner ecosystem, especially in the areas where it intersects with model-based detailing workflows. Below are specific projects we are working on or plan to invest in:</p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;">To accommodate growing demands to customize and extend country specific design codes, we would like to make some of our <span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">design code algorithms available and open for public</span>★. As this happens, local experts and communities could help us deliver country specific regulations that complete Analysis and Design workflows natively with Robot. In response to what’s been discussed on the User Forum, we are inviting experts and communities from a few countries to co-develop reinforced concrete design codes for Robot. We hope it will help address some of the top voted <a href="https://forums.autodesk.com/t5/robot-structural-analysis-ideas/brazilian-codes-in-autodesk-robot-old-request-but-new-features/idi-p/7285146" rel="noreferrer noopener" style="background-attachment: initial; background-clip: initial; background-image: initial; background-origin: initial; background-position: initial; background-repeat: initial; background-size: initial; border-bottom: 1px dashed var(--neutral55); box-sizing: inherit; position: relative; text-decoration-line: none;" target="_blank">requests </a>from the <a href="https://forums.autodesk.com/t5/robot-structural-analysis-ideas/idb-p/93/tab/popular" rel="noreferrer noopener" style="background-attachment: initial; background-clip: initial; background-image: initial; background-origin: initial; background-position: initial; background-repeat: initial; background-size: initial; border-bottom: 1px dashed var(--neutral55); box-sizing: inherit; position: relative; text-decoration-line: none;" target="_blank">Idea Station for Robot</a>.</p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;">To get Robot prepared as a platform to support new codes, we would like to fill the gap with a few country-specific components: New <span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">material and rebar databases for Brazil </span>★</p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;">Similarly, to enable Analysis processes for the new countries, we plan to ad <span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Load combination regulation for Brazil</span> ★<br style="box-sizing: inherit;" />Below are additional new and updated codes we are planning to implement:</p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;">New codes or updates for Structural Steel:</p><ul style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin: 0px;"><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: 0px;">Denmark: DK DS/EN 1993-1-5:2006/A1:2017</li></ul><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;">New codes or updates for Reinforced Concrete:</p><ul style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin: 0px;"><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: 0px;">US: ACI 318-18</li><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: var(--spacing5);">UK: NA+A2:14 to BS EN 1992-1-1:2004+A1:2014</li><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: var(--spacing5);">Poland: PN-EN 1992-1-1:2004+AP3:2018</li><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: var(--spacing5);">France: NF EN 1992-1-1/NA March 2016</li></ul><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;">New Codes or updates for Load combinations:</p><ul style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin: 0px;"><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: 0px;">Denmark: EN 1990 DK NA:2013</li><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: var(--spacing5);">Finland: SFS-EN 1990/NA:2016</li></ul><p class="has-medium-font-size" style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 1.25em; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Usability Enhancements</span></p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;">In this area we are trying to capture and respond to users’ feedback related to overall productivity and ease of use for Robot. This includes small fixes that address annoying product gaps and enhancements that increase engineering productivity and save time.</p><ul style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin: 0px;"><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Rounding up coordinates</span>★ –to enable users to control and clean up coordinates for whole structures or selected nodes, panels and members, which would help users ensure model connectivity and consistency, including the model data imported from Revit and other sources.</li><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: var(--spacing5);"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Creating elements through nodes numbers</span> – to provide those who like identifying geometries through numbers, rather than graphical placement with coordinates one other method for quick and easy model creation. We plan to also include a quick switch across different modeling methods.</li><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: var(--spacing5);"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Ability to display displacement individually for XYZ directions</span> – to help users better understand and measure displacement impact in the context of a given coordinate system’s axes.</li><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: var(--spacing5);">Usability improvements for Results exploration and diagrams/maps display in the areas of<br style="box-sizing: inherit; margin-top: 0px;" />– Diagrams Normalization<br style="box-sizing: inherit;" />– Colors management<br style="box-sizing: inherit;" />– Legend clarity for screen shots purposes<br style="box-sizing: inherit;" />– Axis direction on panels</li></ul><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Analytical Collaboration in BIM</span> ★This is an important category of improvements as it sets forth and responds to users’ requirements around desired analytical modeling productivity and collaboration practices. Not only does it need to foster engineering productivity and freedom of capturing design decisions in a modeling environment, it should also help engineers work with the broader design team in a modern and effective manner.</p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;">Having Robot being shipped and developed along with Revit – the BIM authoring platform in the Autodesk AEC Collection – provides the opportunity for further modernization of the overall user experience as regards to structural BIM workflows.</p><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;">We are reimagining Analytical Modeling within Revit so that:</p><ul style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin: 0px;"><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: 0px;">Engineers could create Analytical Model in BIM with freedom and versatility that they experience with Robot and other analysis tools</li><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: var(--spacing5);">Revit and Robot (and the broader analysis ecosystem of Revit) could bidirectionally exchange and synchronize analytical data without any leaks of information or mapping challenges</li><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: var(--spacing5);">Coordination between Analytical and Structural Physical model, and in general, Structural and Architectural models could benefit from Revit, Docs and BIM Collaborate Pro coordination</li></ul><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;">We plan to add new types of capabilities in Revit to make it possible for users to:</p><ul style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin: 0px;"><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Model with analytical lines and surfaces in context of physical model</span> in a way so that engineers could decide what the physical-analytical relation should be as they go: element by element, but in the same time having a whole-building perspective on how an analytical representation should look like as an abstraction of a whole building.</li></ul><div class="wp-block-image" style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin-bottom: 1em;"><figure class="aligncenter size-large" style="box-sizing: inherit; clear: both; display: table; margin: 0px auto;"><img alt="" class="wp-image-6021" height="694" loading="lazy" sizes="(max-width: 659px) 100vw, 659px" src="https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Model-with-analytical-lines-and-surfaces-in-context-of-physical-model-3.png" srcset="https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Model-with-analytical-lines-and-surfaces-in-context-of-physical-model-3.png 659w, https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Model-with-analytical-lines-and-surfaces-in-context-of-physical-model-3-285x300.png 285w" style="border-radius: inherit; border: 0px; box-sizing: inherit; display: block; height: auto; margin-top: 0px; max-width: 100%; padding: 0px; vertical-align: middle; width: 659px;" width="659" /></figure></div><ul style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin: 0px;"><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Start modeling with an analytical geometry</span> first and to simply follow up with its physical counterpart, especially applicable for engineering driven types of projects and structures</li></ul><figure class="wp-block-image size-large" style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin: 0px 0px 1em;"><img alt="" class="wp-image-5996" height="456" loading="lazy" sizes="(max-width: 831px) 100vw, 831px" src="https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Start-modeling-with-an-analytical-geometry.png" srcset="https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Start-modeling-with-an-analytical-geometry.png 831w, https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Start-modeling-with-an-analytical-geometry-300x165.png 300w, https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Start-modeling-with-an-analytical-geometry-768x421.png 768w" style="border-radius: inherit; border: 0px; box-sizing: inherit; display: block; height: auto; margin-top: 0px; max-width: 100%; padding: 0px; vertical-align: middle; width: 736.922px;" width="831" /></figure><ul style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin: 0px;"><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Associate analytical lines or panels to any physical objects</span>, including generic objects, stairs, etc.</li><li style="box-sizing: inherit; color: var(--neutral70); line-height: 1.4rem; margin-top: var(--spacing5);"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">Reimagine collaboration across Robot (also other analysis products) and Revit</span> for:<br style="box-sizing: inherit;" />– Fully bidirectional and seamless synchronization of analytical lines and panels<br style="box-sizing: inherit;" />– Cross sectional properties exchange, etc.</li></ul><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;">Last but not least, we will continue enhancing Analytical Automation with Dynamo scripts that is open for customization, that drives Analytical model creation for a given type of structural models, whether it would be a framing structure, a building or a bridge.</p><figure class="wp-block-image size-large" style="box-sizing: inherit; font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; margin-bottom: 1em; margin-left: 0px; margin-right: 0px; margin-top: var(--spacing10);"><img alt="" class="wp-image-5997" height="608" loading="lazy" sizes="(max-width: 700px) 100vw, 700px" src="https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Analytical-Automation-with-Dynamo.png" srcset="https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Analytical-Automation-with-Dynamo.png 700w, https://blogs.autodesk.com/revit/wp-content/uploads/sites/110/2021/04/19/Analytical-Automation-with-Dynamo-300x261.png 300w" style="border-radius: inherit; border: 0px; box-sizing: inherit; display: block; height: auto; margin-top: 0px; max-width: 100%; padding: 0px; vertical-align: middle; width: 736.922px;" width="700" /></figure><p style="box-sizing: inherit; color: var(--neutral70); font-family: "Artifakt Element", sans-serif; font-size: 16px; grid-column: 2 / 3; line-height: 1.4rem; margin: 0px;"><span style="box-sizing: inherit; font-weight: 700; margin-top: 0px;">So what does it mean to Robot users? </span>Depending on your design project type, whether you’re working as part of a BIM team or in a typical CAD manner, we’re reimaging Analytical Modeling so that you would be able to interchangeably use or Robot or Revit to create your Analytical Model to run analysis and design from, keep the analytical data as part of the Common Data Environment, use design output to annotate engineering documentation and hand-over results and design intent as input data for further phases of the process, especially detailing (e.g. rebar or steel connections) in Revit.</p>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com2tag:blogger.com,1999:blog-3415697736901526547.post-1520579807669293662021-04-07T17:36:00.005+03:002021-04-09T07:57:44.145+03:00Robot 2022<p> Как обычно весной мы встречаем новую версию Robot. Список новинок довольно обширный:</p><p><a href="https://help.autodesk.com/view/RSAPRO/2022/RUS/?guid=GUID-CDBFEAA4-0FFB-41AC-AB8A-79F5C413C221">Robot Structural Analysis 2022 Справка | Новые возможности Autodesk Robot Structural Analysis Professional 2022 | Autodesk</a></p><p>Как впрочем и список исправленных проблем:</p><p><a href="https://help.autodesk.com/view/RSAPRO/2022/RUS/?guid=Robot_ReleaseNotes_2022_release_notes_html">Robot Structural Analysis 2022 Справка | Autodesk Robot Structural Analysis Professional 2022: примечания к выпуску | Autodesk</a></p><p>Стоит заметить, что наконец-то реализовали опцию по созданию по созданию узла в центре тяжести этажа в плоскости перекрытия - то, что несколько лет назад дядя Рома реализовал в приложении Diaphragmer.</p><div class="separator" style="clear: both; text-align: center;"><iframe allowfullscreen="" class="BLOG_video_class" height="266" src="https://www.youtube.com/embed/TK86FDwhVns" width="320" youtube-src-id="TK86FDwhVns"></iframe></div><div class="separator" style="clear: both; text-align: center;"><iframe allowfullscreen="" class="BLOG_video_class" height="266" src="https://www.youtube.com/embed/syZcge-Rdz4" width="320" youtube-src-id="syZcge-Rdz4"></iframe></div><div class="separator" style="clear: both; text-align: center;"><iframe allowfullscreen="" class="BLOG_video_class" height="266" src="https://www.youtube.com/embed/B6ThBxgM6vY" width="320" youtube-src-id="B6ThBxgM6vY"></iframe></div><div class="separator" style="clear: both; text-align: center;"><br /></div><br /><br /><br /><p><br /></p>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com9tag:blogger.com,1999:blog-3415697736901526547.post-38508647285271997782021-03-06T10:25:00.003+02:002021-03-06T10:26:27.538+02:00Robot Digest 2021.1<p> Небольшой дайджест публикаций связанных с Robot за последние пару месяцев. </p><p>Евгений Кондаков из компании БилдСофт Сервис делится мнением о применимости Robot в РФ <a href="https://vk.com/@buildsf-pro-robot-structural-analysis-i-ne-tolko">https://vk.com/@buildsf-pro-robot-structural-analysis-i-ne-tolko</a></p><p>Мурат Амирханов из компании Инфарс рассказывает как создать и рассчитать стальную ферму в Robot <a href="https://infars.ru/blog/raschet-stalnoy-fermy-v-autodesk-robot-structural-analysis-professional/">https://infars.ru/blog/raschet-stalnoy-fermy-v-autodesk-robot-structural-analysis-professional/</a></p><p>Olivier Bayle в блоге BIMVillage делится маленькими хитростями по выбору в Robot (мы писали об этом много лет назад) <a href="https://villagebim.typepad.com/villagebim/2021/03/astuce-autodesk-robot-structural-analysis-modes-de-slections-copie-de-proprietes.html">https://villagebim.typepad.com/villagebim/2021/03/astuce-autodesk-robot-structural-analysis-modes-de-slections-copie-de-proprietes.html</a></p><p>Тимур Сулейманов из компании CSD рассказывает о расчёте свайного основания в Robot <a href="https://www.youtube.com/watch?v=LjST1YFLSgQ">https://www.youtube.com/watch?v=LjST1YFLSgQ</a></p>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com1tag:blogger.com,1999:blog-3415697736901526547.post-81253729836007185552021-01-30T09:34:00.003+02:002021-01-30T10:34:41.602+02:00IModifier - пакетное редактирование модификаторов моментов инерций жб сечений<p> В конце декабря 2020 в магазине приложений Autodesk было опубликовано очередное дополнение от дядя Ромы для Robot - IModifier. </p><p></p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjHDBI1p64xSlOFnqSxsrpMGWqe4i6wcf-1oUcb3arzrpTiBeciFhPE0SJ7Bwn70vxnSr1Bt_zDmA4LWdVztSyFEXILc2K-ZhRltN-1pAbcuZHjhNWrplbkaVHugFnSB_c3JUh8S6wUYg/" style="margin-left: 1em; margin-right: 1em;"><img data-original-height="173" data-original-width="704" height="157" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjHDBI1p64xSlOFnqSxsrpMGWqe4i6wcf-1oUcb3arzrpTiBeciFhPE0SJ7Bwn70vxnSr1Bt_zDmA4LWdVztSyFEXILc2K-ZhRltN-1pAbcuZHjhNWrplbkaVHugFnSB_c3JUh8S6wUYg/w640-h157/image.png" width="640" /></a></div><br />Эта надстройка над Microsoft Excel позволяет пользователю манипулировать с модификаторами моментов инерций сечений железобетонных элементов. Поддерживаются балки, колонны, стены и изотропные плиты.<span><a name='more'></a></span><p></p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhxb2ZAsFH6fA8jc0Gncl5gwF0a8TFa9Z5E-gl-4BgUP1bcSejau_vhMXFELT3NntPg8DJ039oZpXCVgLz1CyxJvGnT47KQ3himOlUtEkJ6rc3oc0ZpQq0V914HwpMXej8Sj8GfjGr8pA/s704/001.jpg" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="536" data-original-width="704" height="488" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhxb2ZAsFH6fA8jc0Gncl5gwF0a8TFa9Z5E-gl-4BgUP1bcSejau_vhMXFELT3NntPg8DJ039oZpXCVgLz1CyxJvGnT47KQ3himOlUtEkJ6rc3oc0ZpQq0V914HwpMXej8Sj8GfjGr8pA/w640-h488/001.jpg" width="640" /></a></div><br /><p>Приложение абсолютно бесплатное, но для работы требует установленный Microsoft Excel 2017 и выше. Интерфейс и подсказки к кнопкам на английском, так что цель данной публикации дать немного информации на великом и могучем. </p><p>Я выделил 2 основных сценария использования: когда необходимо назначить модификаторы всем активным меткам или когда модификаторы требуется назначить только выбранным активным меткам. Под активной меткой понимается метка (label), которая назначена жб элементу присутствующему в расчетной схеме. Например, на картинке ниже мы видим список всех меток для стержней доступных для использования. Но в самой моделе у нас всем стержням назначены только метки B 30x50 и C 45x45 - эти метки и считаются активными метками.</p><p></p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiEGu55Rl1Ca6Xl_9AmXWNylToxjOTf1mPYIQL4Bo7g3P-Dux4M4q8o9hwzTbw6QPd2RKqsfr_ynnPiugWAHzoTEnEqfwIy91OInLVL0ekyZAyz-hKVdVmtN4NtPvmypMyfYI9wQjQ0WQ/" style="margin-left: 1em; margin-right: 1em;"><img data-original-height="293" data-original-width="281" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiEGu55Rl1Ca6Xl_9AmXWNylToxjOTf1mPYIQL4Bo7g3P-Dux4M4q8o9hwzTbw6QPd2RKqsfr_ynnPiugWAHzoTEnEqfwIy91OInLVL0ekyZAyz-hKVdVmtN4NtPvmypMyfYI9wQjQ0WQ/s16000/image.png" /></a></div> <p></p><p>Сценарий №1</p><p></p><ol style="text-align: left;"><li>Нажатием кноки <i>Create Template</i> создаем таблицу с предустановленными модификаторами (на основе американских норм ACI 318). Если требуется, все значения в таблице могут быть изменены непосредственно средствами Excel.</li><li>Нажимаем кнопку <i>Assign Modifiers</i> и все модификаторы из таблицы будут назначены всем активным меткам в модели в зависимости от типа элемента (балка, колонна, плита или стена). Балки и колонны распознаются автоматически, для стен и плит используется первый символ имени метки. Предполагается, что метки для плит начинаются с “s”, “S”, “f” or “F” (например s200, F_250, floor 230) и метки для стен начинаются с “w”, “W”, “c” or “C”. Существует возможность добавить дополнительные маркеры для опознования - для стен в ячейку A1 и для плит в ячейку А2.</li><li>В случае, если модификаторы уже назначены меткам, при нажатии кнопки <i>Multiply Modifiers</i> модификаторы будут перемножены.</li><li>Для контроля присвоенных значений модфикаторов, пользователь может создать таблицу с текущими значениями всех модфикаторов для активных меток с помощью кнопки <i>Get Current Modifiers</i>.</li><li>Нажатие кнопки <i>Switch Off Modifiers</i> декативирует модификацию моментов инерции для всех активных меток.</li></ol><p></p><p>Сценарий №2</p><p></p><ol style="text-align: left;"><li>Создаем таблицу для все активных меток нажатием кнопки <i>Get Current Modifiers</i>.</li><li>Изменяем занчений модфикаторов для выбранных меток. Удаляем строки с метками. которые не должны быть изменены. Убеждаемся, что таблица не содержит пустых строк.</li><li>Нажимаем кнопку <i>Assign Modifiers Label Based</i> чтобы применить изменения в модели.</li></ol><p></p><p>Дополнение IModifier работает с активным листом в Excel. Это дает возможность создавать копии листов и в любой момент вернуться к нужному состояния модификаторов. Я искренне надеюсь, что данное дополнение сэкономит дргоценное время, которое можно будет использовать для более интересных занятий. В коротком ролике ниже показана демонстрация работы IModifier </p><div class="separator" style="clear: both; text-align: center;"><iframe allowfullscreen="" class="BLOG_video_class" height="253" src="https://www.youtube.com/embed/i87QLpk0XU0" width="486" youtube-src-id="i87QLpk0XU0"></iframe></div><br /><p>IModifier можно скачать по этой ссылке:</p><p><a href="https://apps.autodesk.com/RSA/en/Detail/Index?id=5780839760675387651&appLang=en&os=Win64">https://apps.autodesk.com/RSA/en/Detail/Index?id=5780839760675387651&appLang=en&os=Win64</a></p><p>Если вам понравилось приложение, оставьте небольшой отзыв в Autodesk App Store по этой же ссылке. Поддержка рублем тоже приветствуется. </p>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com0Абу-Даби - Объединенные Арабские Эмираты24.453884 54.3773438-3.8563498361788469 19.2210938 52.764117836178841 89.5335938tag:blogger.com,1999:blog-3415697736901526547.post-2048121947535685752020-11-16T18:01:00.001+02:002020-11-16T18:02:26.529+02:00Бета тест Robot<p> Бета версия Robot доступна для тестирования по сылке <a href="https://feedback.autodesk.com/key/RSA_Feedback">https://feedback.autodesk.com/key/RSA_Feedback</a></p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEh01odBJxQNTJDyiI5DFrbJwTt5gv6R0lGIz1mgM_zCBfYTgyJ68WTAYO_vPX4-pVnk4rxAL1pcCr0p8guGidXHCIo8Gypzf3xFPDnKaEQNwb0kKjE8CyOeGyOp5c21PeJ6TsMXYIazBQ/s2048/DSC_0180_1.JPG" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="2048" data-original-width="1640" height="640" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEh01odBJxQNTJDyiI5DFrbJwTt5gv6R0lGIz1mgM_zCBfYTgyJ68WTAYO_vPX4-pVnk4rxAL1pcCr0p8guGidXHCIo8Gypzf3xFPDnKaEQNwb0kKjE8CyOeGyOp5c21PeJ6TsMXYIazBQ/w512-h640/DSC_0180_1.JPG" width="512" /></a></div><br /><p><br /></p>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com4tag:blogger.com,1999:blog-3415697736901526547.post-24931763655138178232020-10-16T15:00:00.002+03:002020-10-16T15:00:23.681+03:00Dynamo в Robot<p> Открыто тестирование Dynamo для Robot 2021 - https://feedback.autodesk.com/key/RSA_Feedback</p><p>После установки, дополнение появится в меню программы:</p><div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEh6Wev0lMnGgJ1ePsfpf2yRyfJhLFVHyilZeMiGv7-opvNwIVc3xbQmccby4ZSGhZJCPZ49mrKH4VgyqZZvMYSwjw5nGhVe_Zf3jQ7d-6_v9bLI0Oqc2_L93JZriC-09NgNmStOjsgKRQ/s399/2020-10-16_155344.png" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="198" data-original-width="399" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEh6Wev0lMnGgJ1ePsfpf2yRyfJhLFVHyilZeMiGv7-opvNwIVc3xbQmccby4ZSGhZJCPZ49mrKH4VgyqZZvMYSwjw5nGhVe_Zf3jQ7d-6_v9bLI0Oqc2_L93JZriC-09NgNmStOjsgKRQ/s16000/2020-10-16_155344.png" /></a></div><div></div><div><br /><p><br /></p></div>Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com1tag:blogger.com,1999:blog-3415697736901526547.post-41733644229665426072020-04-08T13:18:00.001+03:002020-04-11T08:29:36.483+03:00Robot 2021<div dir="ltr" style="text-align: left;" trbidi="on">
Снова весна и вновь новая версия Robot приходит на наши рабочие станции.<br />
Что нового (список из бета версии и возможно будет чуть позже уточнен):<br />
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Нормы проектирования:<br />
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Steel design and code checking:<br />
Australia - code update AS 4100-1998 Rec.16<br />
New Zealand - code NZS 3404:1997<br />
South Africa - code SANS 10162:2011<br />
India - steel section database IS12778<br />
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Steel Connections design:<br />
Eurocode Polish NA PN-EN 1993-1-8:2006/NA:2011<br />
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Новые возможности и улучшения:<br />
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Use a Local Copy of Network Files<br />
You can now work from a temporary local copy of a structure model when working over a network. The file is synced with the source network file when saved and closed. This is useful when accessing projects with intermittent connectivity over a network.<br />
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Support for high-resolution monitors<br />
Improved the general user interface behavior on high-resolution monitors. Dialog layouts, tables contents, graphics have been affected when the size of text and application were scaled.<br />
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Core Walls results improvements<br />
Core Wall definition includes the definition of the local coordinate system. Core wall diagrams can be displayed in the local direction unlike before they could be obtained in global coordinate system only. Core wall diagrams can be displayed on selected objects unlike before they were displayed for all core walls.<br />
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Sequential self-weight for stories<br />
In order to simulate construction stages properly, we now introduce sequential loading for stories. Sequential self-weight functionality automatically builds construction stages for each story and finally collects results into a single load case. In the successive iterations, the deformations for a given story are calculated without considering the stiffness of the stories above.<br />
<br />
Wind Simulation detailed pressure<br />
Wind Simulation functionality applies resulting pressure to finite elements as a detailed map unlike before the pressure was applied as an averaged uniform load for the whole panel.<br />
Many other issues with wind profile and simulation have been corrected as well.<br />
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Официальные ролики с обзором новых возможностей:<br />
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Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com6tag:blogger.com,1999:blog-3415697736901526547.post-71678389348313187232019-09-26T13:30:00.001+03:002019-09-26T13:33:07.964+03:00Robot 2020.1<div dir="ltr" style="text-align: left;" trbidi="on">
Robot получил небольшое обновление:<br />
<br />
This release updates the Australian steel design codes to the current edition AS 4100-1998 Rec.2016.<br />
<br />
General
<br />
<ul>
<li>Improved the general user interface behavior on high resolution
monitors. Dialog layouts, tables contents, graphics have been affected
when the size of text and application were scaled.</li>
<li>Removed “Unregistered version” displayed on the program title bar reported for single-user license installations.</li>
<li>Corrected the display of load values for American (imperial) units in the moving load vehicle definition.</li>
</ul>
<div align="right">
<br /></div>
<div class="section">
<div class="section_title_h11">
<span class="style2"><a href="https://draft.blogger.com/null" name="R/C_Design_SPThis_"></a></span>Reinforced Concrete Design</div>
<ul>
<li>Prevents the shift of slab reinforcement manual zones after an element update.</li>
<li>Corrected the influence of Cm parameter on slenderness and strength calculation for reinforced columns according to ACI 318-14.</li>
<li>Corrected column slenderness limits according to ACI 318-14.</li>
<li>Corrected the calculation of crack width for slabs according to EN 1992-1-1.</li>
<li>Added Eurocode formula 9.3.1.1 (3) for minimal reinforcement calculation in cases of unidirectional reinforcement of slabs.</li>
<li>Fixed the formula for conditions without drainage for foundation slip resistance according to EN 1997.</li>
<li>Corrected the calculation of crack width for beams and columns according to EN 1992-1-1.</li>
</ul>
</div>
<div align="right">
<br /></div>
<div class="section">
<div class="section_title_h11">
<span class="style2"><a href="https://draft.blogger.com/null" name="S/C_Design_SPThis_"></a></span>Steel Connection Design</div>
<ul>
<li>Corrected the behavior when a Pinned Beam-to-Beam steel connection is copied and then the angle used is changed to the default.</li>
<li>Web plate stiffeners are now considered in calculations of Beam-Column connection rigidity.</li>
</ul>
</div>
<div align="right">
<br /></div>
<div class="section">
<div class="section_title_h11">
<span class="style2"><a href="https://draft.blogger.com/null" name="S/T_Design_SPThis_"></a></span>Steel and Timber Design</div>
<ul>
<li>Corrected the calculation of elasticity modulus in fire conditions for timber design code EN 1995-1-1.</li>
<li>Improved display of stability coefficients according to EN 1993-1-1 for round sections in bidirectional bending.</li>
</ul>
</div>
<div align="right">
<br /></div>
<div class="section_title_h11">
<span class="style2"><a href="https://draft.blogger.com/null" name="RevitRobotLink_SPThis_"></a></span>Revit-Robot Structural Analysis Link Enhancements</div>
<ul>
<li>You can send grouped members on selection from Revit.</li>
<li>Boundary Conditions are updated in Revit.</li>
<li>Steel design parameters are preserved through a roundtrip.</li>
<li>Materials parameters are updated during a roundtrip.</li>
</ul>
</div>
Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com2tag:blogger.com,1999:blog-3415697736901526547.post-63002490795455413752019-07-06T07:52:00.000+03:002019-07-06T07:53:32.900+03:00Короткой строкой<div dir="ltr" style="text-align: left;" trbidi="on">
Теперь дополнение Spider Pro доступно и в официальном Autodesk App Store:<br />
<a href="https://apps.autodesk.com/RSA/en/Detail/Index?id=964813656627065816&appLang=en&os=Win64">https://apps.autodesk.com/RSA/en/Detail/Index?id=964813656627065816&appLang=en&os=Win64</a><br />
Буду благодарен за лайки и оценки/обзоры от пользователей.<br />
<br />
И еще пару новостей из мира Robot:<br />
<br />
Легендарный Krzysztof Wasik присоединился в апреле к команде технической поддержки Robot.<br />
<br />
<div class="separator" style="clear: both; text-align: center;">
<iframe allowfullscreen="" class="YOUTUBE-iframe-video" data-thumbnail-src="https://i.ytimg.com/vi/2w-i2soDIF0/0.jpg" frameborder="0" height="266" src="https://www.youtube.com/embed/2w-i2soDIF0?feature=player_embedded" width="320"></iframe></div>
Для тех, кто видел мой вебинар в цикле Build Your Robot Structural Analysis IQ и проникся темой, возможно будет приятный сюрприз от разработчиков этой осенью.</div>
Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com0tag:blogger.com,1999:blog-3415697736901526547.post-7325980965451996612019-04-11T17:26:00.002+03:002019-04-12T16:36:22.185+03:00Robot 2020<div dir="ltr" style="text-align: left;" trbidi="on">
Каждую весну традиция продолжается - встречаем очередную версию Robot. В этот раз чуть больше новинок:<br />
<a href="https://help.autodesk.com/view/RSAPRO/2020/RUS/?guid=GUID-546CFB6F-62D4-40FF-9980-4C0B5BD05B87" target="_blank">https://help.autodesk.com/view/RSAPRO/2020/RUS/?guid=GUID-546CFB6F-62D4-40FF-9980-4C0B5BD05B87</a><br />
<br />
Подробнее на английском:<br />
<a href="https://blogs.autodesk.com/revit/2019/04/11/learn-whats-new-in-robot-structural-analysis-2020/">https://blogs.autodesk.com/revit/2019/04/11/learn-whats-new-in-robot-structural-analysis-2020/</a><br />
<br />
А также появилась дорожна карта:<br />
<a href="https://blogs.autodesk.com/revit/2019/04/12/robot-structural-analysis-public-roadmap/">https://blogs.autodesk.com/revit/2019/04/12/robot-structural-analysis-public-roadmap/</a><br />
<br /></div>
Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com9tag:blogger.com,1999:blog-3415697736901526547.post-74287213865202133942019-01-02T17:19:00.003+02:002019-01-02T17:19:32.558+02:00Бета тест Robot 2020<div dir="ltr" style="text-align: left;" trbidi="on">
Спустя несколько лет забвения, бета тест Robot стал доступен сегодня! Ссылка для участия в программе тестирования: <a href="https://feedback.autodesk.com/key/RSA_Feedback">https://feedback.autodesk.com/key/RSA_Feedback</a><br />
<br />
<br /></div>
Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com9tag:blogger.com,1999:blog-3415697736901526547.post-23884478184103220242018-10-02T19:43:00.000+03:002018-10-02T19:43:35.262+03:00Магазин приложений для Robot<div dir="ltr" style="text-align: left;" trbidi="on">
Рады сообщить о запуске магазина приложений для Robot:<br />
<a href="https://apps.autodesk.com/RSA/en/Home/Index">https://apps.autodesk.com/RSA/en/Home/Index</a><br />
<div class="separator" style="clear: both; text-align: center;">
<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhlUJ4V0iy8x6ymFzUShfjK4_SXc4dhkV3M-SpCdy-0-3ShdMBvWaRTTNaoVMgq3Ha4HUW1hdMeXCUe3SzpngQEKfmyXzT5oHrFWRTP_-txm-J01-6vhyphenhyphenvxuug1BLFOE1wspykv3v5Zsw/s1600/apps1.png" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="815" data-original-width="468" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhlUJ4V0iy8x6ymFzUShfjK4_SXc4dhkV3M-SpCdy-0-3ShdMBvWaRTTNaoVMgq3Ha4HUW1hdMeXCUe3SzpngQEKfmyXzT5oHrFWRTP_-txm-J01-6vhyphenhyphenvxuug1BLFOE1wspykv3v5Zsw/s1600/apps1.png" /></a></div>
<br />
Официально открытие будет чуть позже, когда немного наполнится товаром, платным и бесплатным. </div>
Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com12tag:blogger.com,1999:blog-3415697736901526547.post-78470204336568906302018-08-30T20:15:00.000+03:002018-08-30T20:15:15.490+03:00Обновление для Robot 2019<div dir="ltr" style="text-align: left;" trbidi="on">
Встречаем толстое обновление для Robot 2019. Скачать можно из своего кабинет или через десктопный клиент. Что добавили / исправили:<br />
Обновлены нормы проектирования:<br />
<div class="section_title_h11" style="background-color: white; color: #333388; font-family: Verdana; font-size: 13.3333px; font-weight: bold; margin-bottom: 0pt; margin-top: 16pt;">
Steel Design Eurocode 3</div>
<div style="background-color: white; font-family: Verdana; font-size: 13.3333px; margin-top: 10pt;">
</div>
<table border="1" cellpadding="0" class="MsoNormalTable" style="background-color: white; font-family: Verdana; width: 560px;"><tbody>
<tr style="height: 22pt;"><td style="height: 18pt; padding: 6pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt; text-align: center;">
<b><span style="color: #993300; font-family: Verdana, sans-serif; font-size: 10pt;">CODE</span></b></div>
</td><td style="height: 18pt; padding: 6pt 1pt; width: 330pt;" width="320"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt; text-align: center;">
<b><span style="color: #993300; font-family: Verdana, sans-serif; font-size: 10pt;">OLD</span></b></div>
</td><td style="height: 18pt; padding: 6pt 1pt; width: 330pt;" width="320"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt; text-align: center;">
<b><span style="color: #993300; font-family: Verdana, sans-serif; font-size: 10pt;">NEW</span></b></div>
</td></tr>
<tr style="height: 18pt;"><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">Main Code</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">EN 1993-1-5:2005/A1:2014</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">EN 1993-1-5:2008/A1:2017-07</span></div>
</td></tr>
<tr style="height: 18pt;"><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA Denmark</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">DS/EN 1993-1:2005/DK NA:2010/A1:2014</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">DS/EN 1993-1:2005/DK NA:2015/A1:2014</span></div>
</td></tr>
<tr style="height: 18pt;"><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA Netherland</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NEN-EN 1993-1:2006/NB:2011/A1:2014</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NEN-EN 1993-1:2006/NB:2016/A1:2014</span></div>
</td></tr>
<tr style="height: 18pt;"><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA Norway</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NS-EN 1993-1-1:2005: NA:2008/A1:2014</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NS-EN 1993-1-1:2005: NA:2015/A1:2014</span></div>
</td></tr>
</tbody></table>
<div class="section_title_h11" style="background-color: white; color: #333388; font-family: Verdana; font-size: 13.3333px; font-weight: bold; margin-bottom: 0pt; margin-top: 16pt;">
<span class="style2" style="color: #003366;"><a href="https://draft.blogger.com/null" name="Reinforced_Concrete_Design_Eurocode_2_" style="color: #0033bb; font-size: 10pt; font-weight: normal; text-decoration-line: underline;"></a></span>Reinforced Concrete Design Eurocode 2</div>
<div style="background-color: white; font-family: Verdana; font-size: 13.3333px; margin-top: 10pt;">
</div>
<table border="1" cellpadding="0" class="MsoNormalTable" style="background-color: white; font-family: Verdana; width: 560px;"><tbody>
<tr style="height: 22pt;"><td style="height: 18pt; padding: 6pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt; text-align: center;">
<b><span style="color: #993300; font-family: Verdana, sans-serif; font-size: 10pt;">CODE</span></b></div>
</td><td style="height: 18pt; padding: 6pt 1pt; width: 330pt;" width="320"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt; text-align: center;">
<b><span style="color: #993300; font-family: Verdana, sans-serif; font-size: 10pt;">OLD</span></b></div>
</td><td style="height: 18pt; padding: 6pt 1pt; width: 330pt;" width="320"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt; text-align: center;">
<b><span style="color: #993300; font-family: Verdana, sans-serif; font-size: 10pt;">NEW</span></b></div>
</td></tr>
<tr style="height: 18pt;"><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">Main Code</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">EN 1992-1-1:2004</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">EN 1992-1-1:2004/A1:2014</span></div>
</td></tr>
<tr style="height: 18pt;"><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA Poland</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">PN-EN 1992-1-1:2004/AC 2008</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">PN-EN 1992-1-1:2008/A1:2015-03/Ap2:2016-10</span></div>
</td></tr>
<tr style="height: 18pt;"><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA Finland</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">SFS EN 1992-1-1</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">SFS EN 1992-1-1:2004/A1:2014</span></div>
</td></tr>
<tr style="height: 18pt;"><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA Norway</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NS-EN 1992-1-1:2004/NA:2008</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NS-EN 1992-1-1:2004/A1:2014/NA:2008</span></div>
</td></tr>
<tr style="height: 18pt;"><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA France</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NF EN 1992-1-1/NA:2007</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NF EN 1992-1-1:2004/A1:2014/NA:2007</span></div>
</td></tr>
<tr style="height: 18pt;"><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA Italy</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">UNI EN 1992-1-1:2004+AC2010</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">UNI EN 1992-1-1:2004/A1:2014</span></div>
</td></tr>
<tr style="height: 18pt;"><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">Singapore</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA to SS EN 1992-1-1:2008</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA to SS EN 1992-1-1:2008/A1:2014</span></div>
</td></tr>
<tr style="height: 18pt;"><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA Belgium</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NBN EN 1992-1-1 ANB:2010</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NBN EN 1992-1-1/A1:2014 ANB:2010</span></div>
</td></tr>
<tr><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA Romania</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">SR EN 1992-1-1:2004 NB 2008/A91:2009</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">SR EN 1992-1-1:2004/A1:2014 NB 2008/A91:2009</span></div>
</td></tr>
</tbody></table>
<div class="section_title_h11" style="background-color: white; color: #333388; font-family: Verdana; font-size: 13.3333px; font-weight: bold; margin-bottom: 0pt; margin-top: 16pt;">
<span class="style2" style="color: #003366;"><a href="https://draft.blogger.com/null" name="Geotechnical_Eurocode_7_" style="color: #0033bb; font-size: 10pt; font-weight: normal; text-decoration-line: underline;"></a></span>Geotechnical Eurocode 7</div>
<div style="background-color: white; font-family: Verdana; font-size: 13.3333px; margin-top: 10pt;">
</div>
<table border="1" cellpadding="0" class="MsoNormalTable" style="background-color: white; font-family: Verdana; width: 560px;"><tbody>
<tr style="height: 22pt;"><td style="height: 18pt; padding: 6pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt; text-align: center;">
<b><span style="color: #993300; font-family: Verdana, sans-serif; font-size: 10pt;">CODE</span></b></div>
</td><td style="height: 18pt; padding: 6pt 1pt; width: 330pt;" width="320"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt; text-align: center;">
<b><span style="color: #993300; font-family: Verdana, sans-serif; font-size: 10pt;">OLD</span></b></div>
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<b><span style="color: #993300; font-family: Verdana, sans-serif; font-size: 10pt;">NEW</span></b></div>
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<tr style="height: 18pt;"><td style="height: 16pt; padding: 4pt 1pt; width: 120pt;" width="110"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">Main Code</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">EN 1997-1:2008/AC:2009</span></div>
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<span style="font-family: Verdana, sans-serif; font-size: 10pt;">EN 1997-1:2004/A1:2013</span></div>
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<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA Poland</span></div>
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<span style="font-family: Verdana, sans-serif; font-size: 10pt;">PN-EN 1997-1:2008/Ap2:2010</span></div>
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<span style="font-family: Verdana, sans-serif; font-size: 10pt;">PN-EN 1997-1:2008/A1:2014-05</span></div>
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<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NA France</span></div>
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<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NF P 94-261 (NF-EN 1997-1:2008/AC:2009)</span></div>
</td><td style="height: 16pt; padding: 4pt 1pt; width: 220pt;" width="210"><div align="center" class="MsoNormal" style="margin: 0in 0in 0pt;">
<span style="font-family: Verdana, sans-serif; font-size: 10pt;">NF P 94-261 (NF-EN 1997-1:2008/A1 Avril 2014)</span></div>
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<div style="background-color: white; font-family: Verdana; font-size: 13.3333px; margin-top: 10pt;">
The following issues have been fixed in this Update:</div>
<div style="background-color: white; font-family: Verdana; font-size: 13.3333px; margin-top: 10pt;">
</div>
<a name='more'></a><br />
<div class="section" style="background-color: white; font-family: Verdana; font-size: 13.3333px;">
<div class="section_title_h11" style="color: #333388; font-size: 10pt; font-weight: bold; margin-bottom: 0pt; margin-top: 16pt;">
General</div>
<ol style="margin-bottom: 0pt; margin-left: 18pt; margin-top: 6pt;">
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">Fixed a crash after installing AutoCAD 2019 or its vertical products (e.g. Advance Steel) on versions older than Robot Structural Analysis Professional 2019.</li>
</ol>
</div>
<div class="section" style="background-color: white; font-family: Verdana; font-size: 13.3333px;">
<div class="section_title_h11" style="color: #333388; font-size: 10pt; font-weight: bold; margin-bottom: 0pt; margin-top: 16pt;">
<span class="style2" style="color: #003366;"><a href="https://draft.blogger.com/null" name="Model_Definition_SPThis_" style="color: #0033bb; font-size: 10pt; font-weight: normal; text-decoration-line: underline;"></a></span>Model Definition</div>
<ol style="margin-bottom: 0pt; margin-left: 18pt; margin-top: 6pt;">
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">Fixed incorrect display of a model when using section planes. It resulted in displaying nodes in the model view instead of turning them off.</li>
</ol>
</div>
<div class="section" style="background-color: white; font-family: Verdana; font-size: 13.3333px;">
<div class="section_title_h11" style="color: #333388; font-size: 10pt; font-weight: bold; margin-bottom: 0pt; margin-top: 16pt;">
<span class="style2" style="color: #003366;"><a href="https://draft.blogger.com/null" name="Analysis_and_Results_SPThis_" style="color: #0033bb; font-size: 10pt; font-weight: normal; text-decoration-line: underline;"></a></span>Analysis and Results</div>
<ol style="margin-bottom: 0pt; margin-left: 18pt; margin-top: 6pt;">
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">Fixed several solver issues related to Harmonic analysis in the frequency domain (FRF) and Footfall analysis.</li>
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">Footfall analysis SCI P354: Updated the code to the revised edition of February 2009.</li>
</ol>
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<div class="section" style="background-color: white; font-family: Verdana; font-size: 13.3333px;">
<div class="section_title_h11" style="color: #333388; font-size: 10pt; font-weight: bold; margin-bottom: 0pt; margin-top: 16pt;">
<span class="style2" style="color: #003366;"><a href="https://draft.blogger.com/null" name="Steel_Connections_Design_SPThis_" style="color: #0033bb; font-size: 10pt; font-weight: normal; text-decoration-line: underline;"></a></span>Steel Connections Design</div>
<ol style="margin-bottom: 0pt; margin-left: 18pt; margin-top: 6pt;">
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">Fixed over 10 issues related to Steel Connection Design in a number of steel codes.</li>
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">Fixed Column Base connection - Eurocode 3 (ENV 1993-1-1:1992 and EN 1993-1-8:2005/AC:2009): Fixed issues with incorrect verification of concrete cone failure for groups of anchor bolts.</li>
</ol>
</div>
<div class="section" style="background-color: white; font-family: Verdana; font-size: 13.3333px;">
<div class="section_title_h11" style="color: #333388; font-size: 10pt; font-weight: bold; margin-bottom: 0pt; margin-top: 16pt;">
<span class="style2" style="color: #003366;"><a href="https://draft.blogger.com/null" name="Steel_and_Timber_Members_Design_SPThis_" style="color: #0033bb; font-size: 10pt; font-weight: normal; text-decoration-line: underline;"></a></span>Steel and Timber Members Design</div>
<ol style="margin-bottom: 0pt; margin-left: 18pt; margin-top: 6pt;">
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">Fixed over 10 issues related to Steel Design in a number of steel codes.</li>
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">Fixed a crash while using the Print Preview option for Detailed Analysis.</li>
</ol>
</div>
<div class="section" style="background-color: white; font-family: Verdana; font-size: 13.3333px;">
<div class="section_title_h11" style="color: #333388; font-size: 10pt; font-weight: bold; margin-bottom: 0pt; margin-top: 16pt;">
<span class="style2" style="color: #003366;"><a href="https://draft.blogger.com/null" name="R/C_Members_Design_SPThis_" style="color: #0033bb; font-size: 10pt; font-weight: normal; text-decoration-line: underline;"></a></span>RC Members Design</div>
<ol style="margin-bottom: 0pt; margin-left: 18pt; margin-top: 6pt;">
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">Fixed approx. 20 issues related to Reinforced Concrete Design in a number of RC codes.</li>
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">RC Beams and Columns - ACI 318-11: Fixed major issues with incorrect design of reinforcement because of incorrect calculations of strains.</li>
</ol>
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<div class="topic-list" style="font-size: 13.3333px;">
<h4 class="related" style="background-color: #c5c5c5; font-weight: normal; padding-bottom: 4px; padding-top: 4px;">
Known Issues and Workarounds</h4>
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<div style="font-size: 13.3333px; margin-top: 10pt;">
If you install Revit 2019 after installing Robot Structural Analysis 2019.1 Update, some of the changes included in this Update will be overwritten.</div>
<div style="font-size: 13.3333px; margin-top: 10pt;">
This has an impact on the following items:</div>
<ul style="font-size: 13.3333px; margin-bottom: 0pt; margin-left: 12pt; margin-top: 6pt;">
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 6pt;">The names of the updated Eurocode standards will change to their old names. This does not affect the actual code changes, but the old code names will display in the Preferences.</li>
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 6pt;">The issue with the characteristic yield stress that was corrected in the Egyptian reinforcement rebar database will occur again.</li>
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 6pt;">The issue with the bar size that was corrected in the British Reinforcement rebar database will occur again.</li>
</ul>
<div class="section" style="font-size: 13.3333px;">
<div class="section_title_h11" style="color: #333388; font-size: 10pt; font-weight: bold; margin-bottom: 0pt; margin-top: 16pt;">
<span class="style2" style="color: #003366;"><a href="https://draft.blogger.com/null" name="Workarounds_" style="color: #0033bb; font-size: 10pt; font-weight: normal; text-decoration-line: underline;"></a></span>Workaround</div>
<div style="margin-top: 10pt;">
Uninstall Robot Structural Analysis 2019.1 Update and install it again.</div>
<div style="margin-top: 10pt;">
To uninstall this Update, do the following:</div>
<ol style="margin-bottom: 0pt; margin-left: 18pt; margin-top: 6pt;">
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">From the Start menu (Windows), click Control Panel.</li>
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">Click Programs and Features.</li>
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">In the Programs and Features window, in the left pane, click View Installed Updates.</li>
<li style="margin-bottom: 0pt; margin-top: 4pt; padding-left: 0pt;">Find Robot Structural Analysis 2019.1 Update in the list of updates. Click Uninstall.</li>
</ol>
</div>
</div>
</div>
</div>
Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com380 شارع الضَّرَاحِي - Abu Dhabi - Объединенные Арабские Эмираты24.436889312665048 54.41329612963568324.435985812665049 54.412035629635682 24.437792812665048 54.414556629635683tag:blogger.com,1999:blog-3415697736901526547.post-58981123349158700252018-08-10T09:55:00.001+03:002018-08-10T10:14:49.029+03:00Карта нагрузок<div dir="ltr" style="text-align: left;" trbidi="on">
Как нам всем известно, в Robot довольно неудобно анализировать нагрузки, заданные на контур. Часто в одном загружении задается несколько контуров с различной интенсивностью нагрузки. Это может быть разный вес полов или полезная нагрузка в зависимости от категории помещения и т.д.<br />
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<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEj4dudlRbKfnkc3TtnL3dAssV9mrhOKljZ2XDKOKbUymtHroJSkaYNgqAHmWFclpZM5jUMgs6eD9y6Wm_n-agRmTZdogft5qlXs53af63O7QdEPrG5O0FUNdgfyLnzdDfUqHakQC1IL3w/s1600/Map_01.png" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="1085" data-original-width="1600" height="432" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEj4dudlRbKfnkc3TtnL3dAssV9mrhOKljZ2XDKOKbUymtHroJSkaYNgqAHmWFclpZM5jUMgs6eD9y6Wm_n-agRmTZdogft5qlXs53af63O7QdEPrG5O0FUNdgfyLnzdDfUqHakQC1IL3w/s640/Map_01.png" width="640" /></a></div>
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<a name='more'></a>С таким отображением при проверке есть шанс пропустить помещение или не заметить неверное значение нагрузки. Однако теперь, с помощью <a href="https://spider.structuraldesign.pro/" target="_blank">Spider Pro v.1.8</a>, мы можем получить более читаемую картинку:<br />
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<div class="separator" style="clear: both; text-align: center;">
<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgFHoNSsj4m2xSN1eXWRqDvMgjpYay4fPhVBSfVGDpKpP_sozy5_YJU0lL-QMp-4eP7-0Bf4Ps8mw6oS4RmgOZTVPnE6zXExKebAePxHojeKmMuebbGpK3xRRMKLYgHTEvP1dfWWFJ4Yw/s1600/Map_02.png" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="1126" data-original-width="1600" height="450" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgFHoNSsj4m2xSN1eXWRqDvMgjpYay4fPhVBSfVGDpKpP_sozy5_YJU0lL-QMp-4eP7-0Bf4Ps8mw6oS4RmgOZTVPnE6zXExKebAePxHojeKmMuebbGpK3xRRMKLYgHTEvP1dfWWFJ4Yw/s640/Map_02.png" width="640" /></a></div>
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Для того, чтобы создать подобную карту (как видим, одна нагрузка была все-таки пропущена), нужно всего лишь указать номер нагружения, расстояние по вертикали для создаваемых плит и нажать кнопку <i>Создать плиты</i>:<br />
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<div class="separator" style="clear: both; text-align: center;">
<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhyNM8sILj6blXKcedvaG10onE-8kwlV_uoPnSMmeAZ8GiJHgmry86SUNdWHcj8FJbLpp8LWe-uFwvFlZYgc8L2nwH-2EzpxdNQeJYBe4L0GMFE687eF-88mVvbjHI3hxMQaTgjH4basg/s1600/Map_03.png" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="383" data-original-width="458" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhyNM8sILj6blXKcedvaG10onE-8kwlV_uoPnSMmeAZ8GiJHgmry86SUNdWHcj8FJbLpp8LWe-uFwvFlZYgc8L2nwH-2EzpxdNQeJYBe4L0GMFE687eF-88mVvbjHI3hxMQaTgjH4basg/s1600/Map_03.png" /></a></div>
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После анализа нагрузок достаточно нажать кнопку <i>Выбрать плиты</i> и удалить их из модели.<br />
<div>
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Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com480 شارع الضَّرَاحِي - أبو ظبي - Объединенные Арабские Эмираты24.437001641396069 54.41343560450445724.43654964139607 54.412805104504457 24.437453641396068 54.414066104504457tag:blogger.com,1999:blog-3415697736901526547.post-31949956838006944842018-07-27T18:13:00.000+03:002018-07-27T18:13:46.323+03:00Костыль для обратной совместимости<div dir="ltr" style="text-align: left;" trbidi="on">
Как мы знаем, официально Robot не поддерживает обратную совместимость, т.е. файлы созданные в более свежей версии программы, не могут быть открыты в ранних версиях. Надеюсь, что подобное сообщение вам приходится видеть не часто:<br />
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<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhkKQq9F7sjGlCdOt8jVUZp__mGUYiOVH5rlVYIGJKmtv9b9zHioRqCrCVOmIxaJBeSJeHv0wyA1K4ygkhPkLufpXpM6dQl73eKr4emI6ZKJFG_QNkwcB_QxrxSDKq_gyKeQLO3ULPUVQ/s1600/compt0.png" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="152" data-original-width="412" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhkKQq9F7sjGlCdOt8jVUZp__mGUYiOVH5rlVYIGJKmtv9b9zHioRqCrCVOmIxaJBeSJeHv0wyA1K4ygkhPkLufpXpM6dQl73eKr4emI6ZKJFG_QNkwcB_QxrxSDKq_gyKeQLO3ULPUVQ/s1600/compt0.png" /></a></div>
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Однако, если возникла необходимость открыть модель в более старой версии Robot, это можно сделать обходным путем.<br />
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Создаем новый проект и идем в меню <i>Геометрия - Конструкция - Вставка из файла</i>. В появившемся окне указываем тип файла <i>*rtd</i>:<br />
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<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgi9DqXf2yEtBeaz76FxaSzozXqGZmjsQotKJoEIzH4apUDtEIy5TdvsJHJSsDz_4SW5tUO0wTOKVBQND_KuWeQVzHc-nVSDbmcVC-Ja3ZgH4VNH7WMK1MZltfhq3niu7MHQ3RTZOkyIA/s1600/compt1.png" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="646" data-original-width="1070" height="386" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgi9DqXf2yEtBeaz76FxaSzozXqGZmjsQotKJoEIzH4apUDtEIy5TdvsJHJSsDz_4SW5tUO0wTOKVBQND_KuWeQVzHc-nVSDbmcVC-Ja3ZgH4VNH7WMK1MZltfhq3niu7MHQ3RTZOkyIA/s640/compt1.png" width="640" /></a></div>
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Выбираем модельку и жмем кнопку <i>Открыть</i>. Теперь нам придется подождать, пока Robot подготовит файл для слияния. Время ожидания зависит от размера модели. После того, как конструкция будет доступна для предпросмотра, необходимо нажать <i>ОК </i>для подтверждения вставки файла(и да, придется снова ждать примерно столько же):<br />
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<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhUd37uOxUXcCO5HHgpfyx-OpahT9_sx97-3ednhAKopJLwkYl8oILBN3PxtobiIf4zU2v3CGbHS1nERuFRedxJPzK94iC6AqfO9foFJkK6eUM2Bizn65bWQJlZygO4HG9kJwk25O_acA/s1600/compt2.png" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="473" data-original-width="464" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhUd37uOxUXcCO5HHgpfyx-OpahT9_sx97-3ednhAKopJLwkYl8oILBN3PxtobiIf4zU2v3CGbHS1nERuFRedxJPzK94iC6AqfO9foFJkK6eUM2Bizn65bWQJlZygO4HG9kJwk25O_acA/s1600/compt2.png" /></a></div>
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Нажатие кнопки <i>Применить </i>позволяет увидеть изменения в ориентации конструкции в пространстве в зависимости от введенных значений.<br />
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Как видим, задача обратной совместимости при желании решается, но не быстро.<br />
<br /></div>
Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com044 شارع الضَّرَاحِي - أبو ظبي - Объединенные Арабские Эмираты24.43808096847691 54.41075339548956424.436273968476911 54.408231895489564 24.43988796847691 54.413274895489565tag:blogger.com,1999:blog-3415697736901526547.post-73382840840243051732018-06-30T20:15:00.001+03:002018-06-30T20:18:49.496+03:00Что нового в Spider Pro v.1.7?<div dir="ltr" style="text-align: left;" trbidi="on">
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Пока разработчики Robot заняты моделированием <a href="https://forums.autodesk.com/t5/robot-structural-analysis-forum/complex-model-meshing-with-dynamo/td-p/8100136" target="_blank">конечно-элементных зайчиков с помощью скриптов в Dynamo</a>, дядя Рома продолжает развивать Spider Pro.<br />
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<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEi71wR0sc2ND_eRukmkzDEfrGVBw-InwbcMebHmqx_miyXnbwPwsy0rjxiXG_s1gl0dOBRL4wxOnKRXhQYGq1_nzU0GQ9s7_GogbDbCe1acVmF9U7D_tr6jraZllx8Ozurf_P4_RnIfLg/s1600/bunny.png" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="636" data-original-width="905" height="448" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEi71wR0sc2ND_eRukmkzDEfrGVBw-InwbcMebHmqx_miyXnbwPwsy0rjxiXG_s1gl0dOBRL4wxOnKRXhQYGq1_nzU0GQ9s7_GogbDbCe1acVmF9U7D_tr6jraZllx8Ozurf_P4_RnIfLg/s640/bunny.png" width="640" /></a></div>
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Итак, что же нового появилось начиная с версии 1.5?<br />
<a name='more'></a>•<span style="white-space: pre;"> </span>Добавлена возможность создавать совместимые узлы по крайним узлам выбранных колонн. Данная опция будет полезна пользователям <a href="http://www.rsa4all.com/2018/01/the-diaphragmer.html" target="_blank">Диафрагмера</a><br />
•<span style="white-space: pre;"> </span>На закладке <i>Изменятор </i>команда <i>Удалить узлы</i> изменена на <i>Выбрать узлы</i>. Данное изменение связано с небольшим багом в Robot API (более подробно в <a href="https://forums.autodesk.com/t5/robot-structural-analysis-forum/api-nodes-freenumber-after-nodes-deletemany-or-nodes-delete/td-p/7755065" target="_blank">теме на форуме</a> )<br />
•<span style="white-space: pre;"> </span>Добавлена возможность создавать узлы в характерных точках нагрузки на контур. При изменении координат созданных узлов, есть возможность автоматически обновить контур нагрузки.<br />
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<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjfJaffVSjxH1R6BViAKucoyWibBcCtQ0Md8IhZZxDkHegBvOyR4CKvyl0zizXcbQryaOBYbDw6_WYu99C6mdMK96EUl29peSJMPWYKIOH18HJkP99rQcgR02gnpj4MROWQWLAhilEvmQ/s1600/Loads.png" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="303" data-original-width="452" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjfJaffVSjxH1R6BViAKucoyWibBcCtQ0Md8IhZZxDkHegBvOyR4CKvyl0zizXcbQryaOBYbDw6_WYu99C6mdMK96EUl29peSJMPWYKIOH18HJkP99rQcgR02gnpj4MROWQWLAhilEvmQ/s1600/Loads.png" /></a></div>
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•<span style="white-space: pre;"> </span>Добавлена возможность автоматически обновлять геометрию контура панели или отверстия в зависимости от изменения координат созданных узлов в вершинах<br />
•<span style="white-space: pre;"> </span>На закладке <i>Колонна </i>появилась возможность назначать количество узлов и диаметр для круглых колонн<br />
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<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEg1kCuvUrJ_D6PkM-SmmwSqRWTpLrgHQEqnpxwHsQ165XjuRNAFfVVQSaSmwCGLl1H31OmvgFWtGaOOXHMas9A-V2MI7J_1aCmMe05IYy0bTAItPZbwV0l4wIx2Jk4q4vmF-k1ARndvmQ/s1600/CHS.png" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="303" data-original-width="452" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEg1kCuvUrJ_D6PkM-SmmwSqRWTpLrgHQEqnpxwHsQ165XjuRNAFfVVQSaSmwCGLl1H31OmvgFWtGaOOXHMas9A-V2MI7J_1aCmMe05IYy0bTAItPZbwV0l4wIx2Jk4q4vmF-k1ARndvmQ/s1600/CHS.png" /></a></div>
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•<span style="white-space: pre;"> </span>Добавлен альтернативный метод создания жестких тел – оболочками с очень большим модулем упругости. Более подробное описание метода <a href="https://forums.autodesk.com/t5/robot-structural-analysis-forum/column-and-slab-moment-when-using-rigid-links-vs-no-rigid-links/m-p/7850175#M65042" target="_blank">тут</a>.<br />
•<span style="white-space: pre;"> </span>Добавлена возможность учета угла Гамма заданного в свойствах метки сечения стержня<br />
•<span style="white-space: pre;"> </span>Реализован выбор плит в зависимости от интенсивности вертикальной нагрузки (равномерная и по контуру) для указанного загружения.<br />
•<span style="white-space: pre;"> </span>Добавлена возможность отключения автоматического выбора плиты на плоскости контура для выбранных загружений. Данная опция сэкономит много нервов при сохранении этажа как подконструкции, если модель была создана и нагружена в Revit.<br />
•<span style="white-space: pre;"> </span>Реализовано создание лестниц по заданному прямоугольному контуру<br />
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<a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgKjLD6irWALkeAPX4-N-GmZ_jj1IZQDODgAR7SlWPkXGFYEETQVAbgpzDflEw-4iHUwsElluyj-7-JfQ27zfgz3eume6zezULWCScbH6XZgIRm7MHqpdA3DdkvNXM9EukQLk1K-c1IHw/s1600/Stairs.png" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"><img border="0" data-original-height="303" data-original-width="452" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgKjLD6irWALkeAPX4-N-GmZ_jj1IZQDODgAR7SlWPkXGFYEETQVAbgpzDflEw-4iHUwsElluyj-7-JfQ27zfgz3eume6zezULWCScbH6XZgIRm7MHqpdA3DdkvNXM9EukQLk1K-c1IHw/s1600/Stairs.png" /></a></div>
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Оформить заказ можно через форму на <a href="http://spider.structuraldesign.pro/" target="_blank">промо сайте Spider Pro</a>.<br />
Цена за бессрочную лицензию ₽9000 на одно рабочее место.<br />
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Так же на промо сайте можно посмотреть видеобзор новых функций в действии.</div>
Romanichhttp://www.blogger.com/profile/05459032720355241605noreply@blogger.com4Абу-Даби - Объединенные Арабские Эмираты24.453884 54.37734380000006223.9911055 53.731896800000065 24.916662499999997 55.02279080000006