• torsion capacity

    Dear sir, Kindly confirm staad is calculated the Tortion capacity or not. If it calculates how we can check coming Tortion in the beam is less than the Tortion capacity of beams.Staad file is attached kindly advise the stringers are safe on applied…
  • RAM Torsion Irregularity

    Hi Team, I want to know that how does RAM calculate torsional irregularity? I can see in the RAM report that RAM is taking diagonal points to take the ratio of Max./avg. but in general we taking the regular points in X or Y directions. I am uploading…
  • RAM Elements - Tapered Tube with Torsion

    I am wondering how RAM Elements handles a tapered member with a torsional load applied to it. Can RAM elements correctly handle this situation? I have created a custom tube that is 20" deep. I then Specify that this member taper from 20" deep at the center…
  • Aluminum Member Torsion - STAAD

    I have been unable to find any information on using the ADM in STAAD. In order to calculate my structures I am using "CODE ALUMINUM". After analysis of my structure all of the members are below 1.0 utilization ratio however some members are seeing values…
  • Torsional design - How to change results from ksi to SI?

    Hi everyone, I'm checking the torsional design for a beam but the result that STAAD provides seems to be in ksi regardless the model is in SI (Mton), is there a way to change these results (from ksi to Mton)?, or if not, can you mention in which part…