• 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
  • Problem modelling plates on top of beams for elevated steel water tank

    SUJAY H M
    SUJAY H M
    I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Releasing plate elements from attached beams?

    David Coon
    David Coon
    Here's a situation that seems to come up frequently: I create a model in STAAD that includes a combination of linear elements (for things like beams, columns, etc.) and plate elements (to model surface elements like floors, roofs, etc.). When surface…
    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to deal with the the problem of "badly shaped, not convex, warped,or not mumbered counter-clockwise"?

    shoaib
    shoaib
    hello everyone, anybody can help me to work out the issue, which showing the following warning after running analysis. *WARNING* PLATE NO. 4(JOINTS 51 - 53 - 52 - 50) IS BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE.…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Tension force in a tank wall

    Peter Everett
    Peter Everett
    I have modelled a rectangular concrete tank in STAAD using plate elements and need to do some additional calculations to check the crack widths do not exceed a given value. I can get a contour plot of the bending moments in the walls but when the tank…
    • Answered
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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