It is not the intention to write a stand alone frame analysis program. Software such as MicroStran and Multiframe serve that purpose reasonably well.
Similarly it is not the intention to write software supporting a building information model (BIM). Software such as ArchiCAD, Revit Structural, RAM Build, Tekla (XSteel/XEngineer), Master Series Master Portal serve that purpose.
None of this software however is suitable for manufacturers of structural products who do not employ engineers on staff. Employing an engineer on staff is not overly viable: one a shortage and second the problem of a graduate gaining appropriate experience and guidance to do the required job in such places. Also civil engineers are not overly suitable any case they don't have the repetitive manufacturing and product development knowledge. They typically design buildings one at a time for a specific purpose to comply with one set of regulations. Local regulations are irrelevant when designing a product, the product may have to meet regulations in multiple regions with minimum variation to zero variation in its form. On the other hand mechanical/manufacturing engineers lack the building structures knowledge. More importantly an engineer employed on the staff of these manufacturers is likely to get bogged down dealing with the day to day hassles of cleaning up the mess created by the sales people.
The sales people and their customers need to be enabled and empowered to make the right decisions to keep their company out of trouble and avoid hassles for the customer. I've trialled tables: they always want smaller increments to the tables and usually want to opt for the unconservative direction when making a choice. I've tried graphs: there are unusual and incorrect ways to read simple graphs. Also a single graph or table doesn't specify the requirements for a complex assembly, multiple such design aids have to be used and so complicating the process. Hence software is seen as the solution by the manufacturers and they typically seek an Excel spreadsheet. An Excel spreadsheet typically because they know of something similar used else where or because they know we and others use Excel for our calculations.
Spreadsheets with calculations directly in the worksheet are not however a sensible option. It can involve a considerable amount of work just to add one additional structural element. Using arrays or records such additional structural element can be done with relatively minor effort. Therefore using a programming language like vba/Pascal and a database like MS Access or sqlite is more efficient use of computing resources. Efficient use of computing resources potentially becoming important again as the use of smart phones increases, along with Internet services.
From such perspective Java and JavaScript may be considered the more preferable programming languages. As these are more readily available programming languages for the Internet and Android phones.
To convert either the vba or Pascal source to vb.net, I have to convert all arrays to zero based indices. Since Java is largely C like in its syntax I assume it also requires zero based arrays. Therefore could adopt Java in preference to vb.net, however Java is likely to impose more constraints on the use of classes. Further as with Lazarus, Java has the problem that it isn't immediately compatible with the .net framework: and writing either a COM automation server or .net component is going to be more complex than with Visual Studio and vb.net. Since I would like to produce something which can be used in either Excel, MS Access or referenced in some other application, COM or .net is important.
At present however it is easier for me to convert the Turbo Pascal source into using class/objects and to using zero based arrays. To do this in parallel with further development in Lazarus vb.net and vba. At the same time modify the program so that it is based on constructs which make it easier to translate to Java and C#. Where C# provides compatibility with the .net framework and Java with Android: with the two languages being about as similar as vb.net and vba.
The approach may be slow, but it will permit the modules of the intended larger application to remain functional in at least one programming environment at any point in time.
pframe needs a back-end for member design for steel, cold-formed steel, timber and aluminium members. Currently this is only available in vba. Connection design only available in Excel worksheet calculations.
Developing the back-end however I consider to be off secondary importance as such facility to a limited extent is already available in software like MicroStran and Multiframe.
The feature missing from most of the commercial software for the Australian market is auto-generation of the structural model. Sure the software can generate the dimension and geometry for a few common structural forms: but the software doesn't auto-generate the structural model with the loading. Nor is the software able to iterate through various structural models subject to some constraint: such as increase height until some maximum moment is reached. {Though Multiframe is a COM automation server and can be programmed for such task}
With respect to auto-generation of a structural model in the form of data files for pframe and MicroStran that is already written in Delphi and vba. Converting it to vb.net is expected to be relatively easy. However having auto-generation as an integral part of pframe would be a lot better, rather than interacting only via data files. Since converting pframe to vb.net is the obstacle, merging the Turbo Pascal and Delphi source seems the fastest approach: other than the wind loading is obsolete. The wind loading however really needs modifying so that it gets data from files rather than hardcoded arrays: for which purpose XML files maybe suitable.
A journal on everything technological and everything to do with structure: from building structures, to organisation structures, politics, education, and business. If it has structure I will essay it, if it ought to have structure I will essay it. If it don't have structure and it is chaos, I essay that too!