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  • COLUMN CAP CONNECTION DESIGN

    Moment at end of beam are 14132 Kip-in ( 1177 Kip-ft) when I design connection they moment considered are 1075.5 Kip-in (89.63 Kip-ft). why moment and forces are taken less then actual in Ram connection. Screenshot are attached.
  • WARNING- THE AXIAL COMPRESSIVE STRESS EXCEEDS THE EULER STRESS FORMEMBER

    Dear team, I am getting an error, for that I am attaching the model Steel Bldg.std please check & let me know how I can resolved this issue. And what are the things I need to keep on when I designs to avoid these types of errors. Kind regards…
  • Not a valid "Column base (CB)" joint

    I am attempting to assign and design gusset plate connections using Ram connection using data from a RSS model. When trying to assign a connection detail to a joint the error The joint composed by node "171" and members "120, 886" is not valid "Column…
  • Structural Design as per IS 13920 in staad.

    Hello sir(s), While deigning structure in staad as per IS 13920 i got following Note in output. NOTE :- SOME OF THE BEAMS CONNECTED TO THE COLUMN NO. ** ARE NOT DESIGNED. ONLY SHEAR FORCE FROM ANALYSIS WILL BE CONSIDERED FOR SHEAR DESIGN. Please…
  • Design of Solid slab (Conventional slabs)

    Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
  • UC Ratio problem

    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
  • Shear results from query dialog box and postprocessing are different, so which is correct, please help me

  • how to get the loadings details in report????

    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
  • RAM Connection Baseplate won't design

    I opened a fully analyzed .rss file in RAM Connection. I selected one of the foundation nodes for baseplate design. So far it has been running for 75 minutes and still has no design. Is this a program issue or a user issue.
  • Bentley Structural and STAAD Integration - Plant Structure

    Note : The Structure shown in this blog is a Plant Structure not a Building Structure. Plant related equipment will be placed in this facility such as storage tanks, pipes etc. There are no wall panels in this structure. Guard rails and plant staircases…