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Ivan Hadži Bošković

Ivan Hadži Bošković

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  • RE: Mass reference load for frequency

    Modestas
    Modestas
    Yes, you can. This is explained in STAAD.Pro Help section Technical Reference of STAAD Commands > TR.31 Definition of Load Systems > TR.31.8 Mass Modeling.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Response spectra diagram - print

    Modestas
    Modestas
    I am not sure if I understand your question well, but you can copy the time period vs acceleration values from the Response Spectrum table, paste it into the Excel and make the graph there.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Comment on Hot key for full section view

    Carlos Aguera
    Carlos Aguera
    Correct, please refer to the help GS. Keyboard Shortcuts
    • over 2 years ago
    • RAM | STAAD | ADINA
    • STAAD.Pro
  • Comment on Hot key for full section view

    Abhisek M
    Abhisek M
    You can try "CTRL+1", "CTRL+2", "CTRL+3", "CTRL+4" for different views. Use "CTRL+0" to reset. Try and let us know if this is something you are looking for.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • STAAD.Pro
  • RE: AISC - combined axial, bending and torsion

    Modestas
    Modestas
    As per AISC 360-10 H3.2, eq. H3-6 should be checked only when required torsional strength, Tr, exceeds 20% of the available torsional strength, Tc. In your model, torsional force is much lower than torsional strength of the member, so H3-6 is not checked…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Load Items - Wind Load - Open structure

    Ivan Hadži Bošković
    Ivan Hadži Bošković
    Dear, In the Load Items - Wind load dialog box, there is an check box for "open structure". If the Wind load is already defined in Load Definition, as an Trussed tower, Lattice framework or an open building structure, what effects will have this…
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Wind definition - solidity ratio

    Sye
    Sye
    There is no automatic way to find the solidity ratio. Here is one suggestion for your consideration. Apply any wind load to a structure ( use a single intensity vs height ). Generate two wind load cases considering the structure as closed for one load…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: two frequency analysis in one run

    Sye
    Sye
    No. As of now you can only have one mass definition.
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Wind definitions - fundamental frequency

    Sye
    Sye
    The wind definition does not have any frequency calculation. It just accepts the frequency as an input. If you want to go with a more exact frequency as opposed to a default of 2 Hz, you have to do a separate frequency analysis first and then use that…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM connection group-table-items

    Ivan Hadži Bošković
    Ivan Hadži Bošković
    What is the goal of defining new connection group-table-item in RAM/STAAD connection? After I define new connection, how can I apply this connection to the selected nodes? Regards,
    • Answered
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Demystifying Member Points and Posts

    Phil Chouinard
    Phil Chouinard
    Last revised: October 22, 2015 Communities has a Member Points System (MPS) that controls how member points are earned, which contributes to overall site ranking and rank badges. We currently display this information on each member's About Me page.…
    • over 12 years ago
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  • RE: Beam utility for each load comb

    Modestas
    Modestas
    You would need to use a LOAD LIST command with the load number following by CHECK CODE command for each load case. I.e.: PARAMETER 1 {Design Code} {Design parameters} LOAD LIST 1 CHECK CODE ALL LOAD LIST 2 CHECK CODE ALL LOAD LIST 3 CHECK…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Stress utility ratio

    Modestas
    Modestas
    You can find member stresses in the 'Beam Combined Axial and Bending Stresses' table which can be found in the Postprocessing -> Beam -> Stresses page. You would need to compare these with the Fy value manually.
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Stress utility ratio

    Ivan Hadži Bošković
    Ivan Hadži Bošković
    I use BS5950 & AISC(LRFD). So you want to say that it depends on code that one use? I simply want comparison of sigma=N/A+M/Z with fy. As I want to design connection based on beam utility ratio. So i don't need stability check, i need stress utility…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: BCF-Shear force at column face - Seismic provision

    Seth Guthrie
    Seth Guthrie
    I confirmed that in our section database in Ram Connection the UB406x178x67 is listed with Ze = 1,350,000 mm^3. At some point out data must have been rounded or reduced in precision. It is possible to export the shape data to a spreadsheet, then generate…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
>
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