• 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…
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    • 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?
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    • 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
  • How to simulate a building collapse on a staad pro structural design sofware.

    Mukhtar Ismail
    Mukhtar Ismail
    Please, i need your help, pls how can i simulate a building collapse on STAAD pro software, i am currently investigating the collapse mechanism of a structure and i am finding it difficult to simulate the progressive collapse using STAAD sofware, thank…
    • over 3 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
  • 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…
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    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Tension Only member with initial axial capacity

    Eugene Afable
    Eugene Afable
    Hello to all, In reality horizontal braces (or vertical brace, beam, etc) that is design for tension only resist "some" axial compression capacity. Is there a way that this axial compression capacity can be input in STAAD? For example, a horizontal…
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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