Light Gauge Steel Section Analysis

I am looking for a person that is experienced using ThinWall2 or similar light gauge steel section buckling analysis software. I have a large number of steel section profiles that need to be modeled, and section property tables populated. It is important that you are familiar with the software or advanced section analysis, as I am specifically looking for local and distortional buckling values for a series of sections, including sections with holes. An ideal candidate will not need to be trained in running this software. The candidate should also be proficient in MS Excel in order to manipulate, and/or create a spreadhseet that calculates the section node coordinates that can be pasted into ThinWall for analysis. I have several sections set up this way, and you need to be able to use this and/or modify these spreadsheets to suit any new profiles that don't yet exist. It is acceptable if you propose to me an alternate efficient way that you may be experienced with to create the required section coordinates, in lieu of the excel spreadsheets. I will be asking for IP protection as the spreadsheets used to calculate the coordinates must not be shared outside this project. I estimate that each section analysed in ThinWall (where existing section coordinate spreadsheets exist) to take 1 hour maximum, with an additional 3-4 hours to generate a new 'coordinate calculator' spreadsheet if needed. At this stage I have 9 sections to be analysed which all have an excel sheet already. There is a future forecast of an additional 28 sections.