HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...
STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…
RAM Structural System steel table - outdated ramcan section sizes
Hello,
I'm running RAM SS version 17.02.01.23 SES and the Canadian section sizes do not match what is available from CISC.
Where do ramcan sizes come from and what date were they last updated? Is it possible that I have an old version of the ramcan…
RAM Frame - Joint Check for HSS Brace in OCBF
Hello,
In RAM Frame when running the joint check for Seismic Provisions, I get these errors associated with the joints of my OCBF frames with HSS braces, HSS columns, and wide flange beams. Is this just saying that RAM won't do a code check for these…
UC Ratio problem
warehouse.zip
wind calculation also in that folder.... try to fix this probem guys
Best Approach to Model and Design a Simple Four Sided Moment Frame Building in RAM SS
I was wondering if there is any literature on the best way to approach the design of a simple four sided moment frame building using RAM Structural System?
Thanks,
Scott
RSS - AISC 6th Edition beams
Does anyone have an RSS Beams table with 6th edition beam shapes in it?