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Rahul Sarker

Rahul Sarker

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  • RE: steel member design in staad pro

    Modestas
    Modestas
    You have applied LY as 0, so this means that the beam is restrained along its length and is prevented from buckling about local Y axis. You have also used UNT and UNB as 0. The parameters UNT and UNB are for specifying the unsupported length of the compression…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
    • Darrell Staaleson
  • RE: problems when working with direct analysis method

    priegel
    priegel
    4426.16..-LPG BUILDING.std The UNIT command in the input file which comes before the DEFINE DIRECT ANALYSIS command is UNIT MMS KN. This means that FYLD needs to be defined with the correct value in kN/mm^2, however it has been defined with the value…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • ERROR FYLD OUTSIDE THE NORMAL RANGE FOR STEEL

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Analysis Solutions Subarea: Direct Analysis Original Author: Sye Chakraborty, Bentley Technical…
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
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