I would like to bring up a question and maybe a discussion about the way RAM treats beam-beam and beam-column connections. The RAM "Connection Check" feature will check the connection capacity vs demand purely from a beam size perspective, not taking…

Hi, I wanted to see what everyone's preferred workflow is in RAM SS for extracting the moment reactions for each beam in a moment frame to add to your documentation? To my knowledge I don't think there is a report available to give the max/ min moments…

This is my first post to the forum here, I'm looking to optimize STAAD to its fullest as it is my employers current structural analysis software. I'm hoping it will grow on me a little bit as I am more familiar with other structural analysis software…

When generating a report of Utilization Ratios, some URs are displayed with more precision than other URs which causes the "Actual Ratio" column to appear to be an integer (see photo below). I cannot seem to determine a common thread for why some URs…

In the results ribbon -> Reports -> Section Forces: If you set your sorting options and loading options, you can save this report. Then you can later add it to your Postprocessing: Reports (the report that you print). Once you hit "OK" the report will…

Hello, How can I show tables in a report based on different load combinations? I want to show tables (i.e Node Displacement Summary, Beam Disp Summary, Beam Force Detail Summary, etc...) based on ASD values and tables (i.e Reactions) based on LRFD values…

Is there anyway to setup a template to run reports? Or do you have to go into each module and print each report separately?

Is there a way to improve the presentation of a report generated by RAM Concept? I've imported a Mat Foundation from RAM SS to analyse the RC core foundation. The mat is 14mx10m but the building extends beyond so with selecting a scale of 1:100 to show…

Hello everyone, i just need to know if it's possible to print data about the area of reinforcing steel on the reports that can be made by staad.pro, also if there is a way to show those values the same way it does with bending, shear, deflection, envelope…

I'm having no problems with the modelling & analysis; but I need to accurately document the Input/Output for some future engineer to read after I'm dead. I have a large truss frame that is modelled in millimeters due to a convenience of data acquisition…