• Primary and Secondary beams Intersection vs merge

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone Which is better to intersect the primary beam and secondary beam (Figure1), or Merge the primary beam to be one (Figure2)?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    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…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Dummy beam

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to create a cantilever slab by using the Physical modeler?

    Sulaiman Ade
    Sulaiman Ade
    How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • UC Ratio problem

    arul mani
    arul mani
    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • URGENT SUPPORT NEEDED ! I have hundreds of warnings and I have no idea what's wrong

    dImeNsiOnFifTh
    dImeNsiOnFifTh
    I have hundreds of warnings and I don't know what to do about it. They are all about ZERO STIFFNESS IN DIRECTION__ AT JOINT__ EQN. NO.__ and THERE WERE MORE THAN 12 DOF WITH ZERO STIFFNESS. VILLA QAHTANI R14.std
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • wide column modelling in staad

    akhil kp
    akhil kp
    anyone know how to model a wide column -beams junction for a concrete building . and how to add floor load for the area.please help me, thanks in adavance
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • section database property developed in STAADPRO is not recognized in STAAD Offshore

    Bagmass
    Bagmass
    Dear friends I need your help to solve a error when i try to open Staad pro model in STAAD offshore. I'm not able to load my model because user defined section database property developed in STAADPRO is not recognized in STAAD Offshore. How i need…
    • Answered
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    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: section database property developed in STAADPRO is not recognized in STAAD Offshore

    Bagmass
    Bagmass
    Hai Sye Thanks for your kind support. my earlier problem is solved now i came up with new problem. could u please help us. we assigned few members in our model STANDARD Circular hollow sections (CHS) european Its shows section Invalid. for ex. we assigned…
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    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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