• Staad Pro Advanced V22 Update 7 - Creating Load Envelope in Physical Modeler

    I need to create two load envelopes for strength and deflection checks. I'm using physical modeler for creating the model , therefore the envelope loads can not be created in Analytical model. How could I create envelopes in physical modeler? In general…

  • OpenSTAAD | OSLoadUI::CreateLoadEnvelop is not working properly

    I'm using STAAD.Pro Script Editor and OpenSTAAD library to generate a structural model. Unfortunately,t he OpenSTAAD function (OSLoadUI::CreateLoadEnvelop) that should allow creating load envelopes is not working properly. Question: Is Bentley Software…

  • Accessing Force and moment envelope of all load combinations through RAM Dataaccess

    Is there any way to access the force and moment envelopes of all load combinations for a member through RAM Dataaccess? I could see only the functions that extract the forces of a member for a load case.

  • Deflection Checking - Canadian Code - Serviceability Envelope

    I am hoping to use STAAD for beam design for a run of simple span beams with dead and live loads. I currently can not get the program to stop designing for deflection based on factored loads. I was strength design based on envelope 2 and deflections…

  • Display Envelope Forces in Beam Result Graphs

    Hi all, Before the recent update of STAAD I was able to view the beam moments, shears, etc with the different load cases plus an envelope of all the load cases I inputted. With the current STAAD build, I am unable to view this envelope of all the…

  • RE: DIFFERENCE IN BENDING MOMENT VALUE

    The table lists results at specific points along the beam (there are 10 stations along the beam in this case). The max value can occur between stations, and you can get to that value using the slider for example. See also: communities.bentley.com/.…

  • OpenSTAAD | Output.GetMinMaxForces

    Do we have available an OpenSTAAD output command to adquire the minimum and maximum forces in the members?

  • RE: Load envelope cases

    Global Moment contours can only be plotted for individual load cases and combinations. These cannot be obtained for envelopes.

  • RE: Deflection Check using AISC-2010 and a Serviceability Envelope

    What you described here is a limitation in STAAD.Pro that has been there since day 1. One can have as many sets of design as needed however in the postprocessing mode ( GUI ), STAAD.Pro can only display the results for the final design set. The results…

  • STAAD - Plate Element Result Envelope

    Is it possible to graphically displate results from load envelopes? I would like to either display the maximum moment or minimum moment for a group of plates. I know that you can view the summary tab and view the overall maximum and minimum, but it…

  • Re: ULS & SLS checks + Profile command

    To begin with, the design commands that I specified are generic and can be used for any code for example CODE AISC UNIFIED 2010 METHOD ASD ( or LRFD ) would use the ASD or LRFD design as per AISC 360-10. CODE AISC UNFIED 2005 METHOD ASD ( or…
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