My StaadPro model doesn't perform the analysis due to the above-mentioned error. First I had an error regarding the allocated memory so I increases it to 300 using MEMORY 300 Please help me on the issue in hand. Thanks, again for your assistance…

I'm getting a "Huge Displacements" warning on a simple RAM elements model. All all accounts, the model appears stable and the maximum nodal displacements are very very small, less than .1". Any suggestions on what might be causing this warning?

I'm curious what the most efficient method might be for quickly reviewing steel beam deflections for members designated at lateral beams in RAM SS? In the RAM Steel Beam module it is fairly easy to see beam deflections either case by case or by report…

Hello, I have designed a breasting dolphin for vessels completely in Staad.pro with a concrete cap (3.5' thick) and steel pipe piles. I created the concrete slab using plate meshing and have assigned self weight to all members, but it doesn't seem…

Hello STAAD community, I'm a student using free student software. No complaints in that department. I'm trying to analyze a building I'm working on for my senior design, and I'm looking for an easier way to mass assign pin connections. Right now it…

pl lead me to STAAD PROBLEM EXAMPLE for a mast. Been to a STAAD training & seen an example problem in the handout, but no leads to it. i WOULIKE LIKE TO RUN THAT MODEL & LEARN ITS STRUCTURAL ANALY. & steel DESIGN TO Eurocode checks

As you clarified in "STAAD.Pro Response Spectrum [FAQ]", if seismic effect combination method is SRSS, the effect of damping is built into the spectrum values. How about CQC method? How to reflect the effect of damping upon the spectrum values that is…

I recently had some issues with Staad Pro force closing on my machine following some IT issues. I re-installed Staad which sorted the problem, however now a number of my models are failing where they didn't before the re-install. I'm currently designing…