• Floor Diaphragm with Temperature load

    Surya Teja Pathela
    Surya Teja Pathela
    Hi, In my multi level steel Structure I'm experiencing more axial loads when I define Floor diaphragm with temperature loads as there are Precast concrete slab are there on my floors. If I'm ignoring Floor diaphragm action on floors, displacement was…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How does RAM element perform temperature analysis on a steel building?

    viswak Duddupudi
    viswak Duddupudi
    How does RAM element perform temperature analysis on a steel building? I have a steel building and i need to analyse to analyse the building for a change of 32deg F. My lateral system for the building is BRB's, so I need to check if my temperature deflections…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • TEMPERATURE LOAD

    Aiin8888
    Aiin8888
    HI ALL, I HAVE JUST NOW CLEARLY UNDERSTAND THE TEMPERATURE LOADING CALCULATIONS, CAN ANYONE CLARIFY ME, IS IT RIGHT TO APPLY THE LOAD ALL OVER THE STRUCTURE BECAUSE I FOUND A STAAD MODEL, IN WHICH THEY HAVE APPLIED THE LOAD ONLY ON ROOF AND…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Combination with temperature load producing unexpected results

    Vishal Girase
    Vishal Girase
    Hello community once again, I am performing design of steel structure involving Live, seismic, wind, snow & thermal loads (uniform temp difference both +ve & -ve). When I run analysis without the temperature load in combination, it results into unity…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Temperature load in STAAD

    Sye
    Sye
    Temperature loads can only be applied on beams, plates and solids but not on surface elements.
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Temperature load in STAAD (Thermal load of steel )

    Rajat
    Rajat
    You can also refer the following post where the same is discussed:- http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/t/86174 Thank you.
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Temperature load on Plate

    Sye
    Sye
    Yes it is correct to specify f1 as the operating temp - ambient temp but that would mean a uniform volume expansion for the plate. Unless there is a difference in temperature between the top surface and bottom surface of the plate, it cannot bend. For…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Brief the Temperature load in Staad input

    Sye
    Sye
    If my understanding of your data is correct, you should be specifying the temperature change for axial elongation or the f1 term ( refer to the technical reference manual section 5.32.6 ) as 47 degrees. For a general explanation of the temperature terms…
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • View related content throughout RAM | STAAD | ADINA
  • More
  • Cancel