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;…
UC Ratio problem
warehouse.zip
wind calculation also in that folder.... try to fix this probem guys
Looking for clarification on RAM Steel Column Sign Conventions
Hello,
I'm looking at this article, and would like some clarification:
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2055/ram-steel-columns-fa
The diagram says "minor" and "major" axis moment, however…
RAM Deflections of Lateral Steel Beams
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…
Model Interoperability
AISC has recently come out in support of IFC as the preferred method for model data exchange (Reference "The New AISC Interoperability Strategy"; Modern Steel Construction, November 2011).
Will IFC be interoperable with ISM? How does Bentley plan to…
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?