• *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. anyone plz help me

    harshvardhan pawar
    harshvardhan pawar
    *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. i cant understand
    • Answered
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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...

    Dragon
    Dragon
    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;…
    • 9 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Wind load does not show

    Waleed Aboukhater
    Waleed Aboukhater
    As you can see here the wind load does not show on the rest of the Z+ building face i tried to play with the ranges but it does not work the part where it does not show is a cantilivar beam the left side of the photo down here
    • over 1 year 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
  • Mton/Cm to Kn/m

    Sulaiman Ade
    Sulaiman Ade
    How do I change Mton/Cm to Kn/m
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • connection design

    prashant kumar
    prashant kumar
    i am unable to do connection design of my truss model,i am uploading the model plz give me some suggestion for my model. thank you truss11.std
    • 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
  • Shear results from query dialog box and postprocessing are different, so which is correct, please help me

    Sulaiman Ade
    Sulaiman Ade
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to get the loadings details in report????

    arul mani
    arul mani
    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?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • UC Ratio problem

    arul mani
    arul mani
    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to reduce deflection????

    arul mani
    arul mani
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: Accidental Torsional factor in seismic analysis

    Jason Coleman
    Jason Coleman
    Please include what program you are using for modeling your structure. In STAAD.Pro , you would use the Master/Slave specification for the joints contained in the rigid diaphragms. Example of a rigid diaphram: SLAVE ZX MASTER 1 JOINT…
    • over 14 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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