Forum Post: FillMode of GroupHole - BsplineCurve Elements
I am trying to set the fillmode for GroupHole elements that are bsplinecurves, is this possible with VBA?If so can anyone point me to a solution.Best Regards,John Davidson
View ArticleForum Post: PondPack MRM
I have two questions to ask. First, created a catchment and inputed all the necessary data and created the pond. After further inspection, I decided to change my pre-development Tc. I recalculated...
View ArticleForum Post: Re: SELECTseries 3 and Workspaces
Yes, universal for Power Inroads and or using with layered Suite application.
View ArticleForum Post: Re: WaterCAD and .NET Dependencies
Re: >> The latest LOH memory issues we ran into were just recently with our previous Win XP 32-bit/WaterGems SS4 combo<<Did you ever try using 4GT (4 Gigabyte tuning). Our 32-bit stand...
View ArticleForum Post: Re: adding menu to microstation's main menu
Bentley had an example of adding user menus to the Microstation menu, but the only reference I can find is either cmdmnu or demomenu.
View ArticleForum Post: Re: [V8i SS2 VBA] Caption Issue
I am finding that anything posted to the message centre, either directly or as a result of a call to a routine within this class, will do so continuously.I therefore tried disabling messaging during...
View ArticleForum Post: Re: Release Report
Hi,Please go through the attached revision history of STAAD.Pro. All the new features added in the Select Series 4 versions are mentioned in this document.
View ArticleForum Post: Re: making a steel column higher
SteveA bit of bad wording from my side.First I want tools, like modify form height etc, that ONLY makes the column higher, or lower, i.e. modifies only element z-value. By point, to absolut, delta, to...
View ArticleForum Post: Re: [V8i MDL] HelloWorld
Sorry, I have one more question.After installing VS2012 update 3 and upgrade the latest SDK, I failed the compile again:LINK : fatal error LNK1181: cannot open input file...
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Forum Post: Conflicting output in STAAD
I have another question about a dynamic analysis. The attached jpeg depicts the maximum flexuralstress and maximum moment for the weak axis of a C4x3 (Sy= 0.196 in^3) As one can see, the max stress...
View ArticleForum Post: gINT CONTOURING DATA EXPORT
Hello,We are new to gINT V8i and attempting to export contouring data from our project to be imported into Power InRoads SS2. The export file format is *.csv. We understand that the main table...
View ArticleForum Post: Re: Position mapping (from SpaceMouse discussion)
If you want to intergrate graphics between models then why not use referencing and copy into the active from the ref file then detach the ref file?this will bring it into the exact same coordinates....
View ArticleForum Post: Re: Need to start my sheet numbers with something other than 1.
currently the only way I know to do this is with tags as you drg number text and using vba to import from excel updates to the sheets in cad via the macro and excel...there are third party programs...
View ArticleForum Post: Re: V8i - DGN to DWG conversion and Text Nodes
Dont preview DWG s converted from DGN with USTN get free Autocad Trueview DWG viewer and you'll see what autocad users see and see if it loads properly.. you can even resave it over itself to get rid...
View ArticleForum Post: Staad and SAP
Hi,Can any one please clarify me the major difference between Staad and SAP.When Staad would play a major role to analyse, compare to SAP and viceversa.Regards,RKS
View ArticleForum Post: Forum u/s
As someone with much interest in thermal modeling, messed with Tas, Hot3000 etc, currently mastering WUFI and Therm, and now hitched to AECOsim, am looking forward to weighing up AECOsim Energy...
View ArticleForum Post: Re: MDL Select by attributes (Display)
[quote user="dsm"]please send me the sample coding ...[/quote]The Be Communities Forums are here to provide help. The Programming Forum is no different. Just as the MicroStation Forum does not...
View ArticleForum Post: Re: Starting .dgns, Project, Family/Parts etc
Meanwhile ... any good?http://www.eatyourcad.com/article.php?incat_id=2746http://www.eatyourcad.com/article.php?incat_id=1896
View ArticleForum Post: Re: staadpro shear wall design output
Hi,The edge reinforcement shown in the output is per the edge. The format that is followed to calculate the reinforcement is "number of bars along thickness +2 X number of bars along the faces".If...
View ArticleForum Post: Re: shearwall design result interpretation
Hi,The edge reinforcement shown in the output is per the edge. If there are two layer of reinforcement, then the reinforcement reported should be distributed half in each layer as it is a two layered...
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