STAAD.Pro Ideas Portal

Welcome to the STAAD.Pro Ideas portal. The purpose of this site is to post ideas for enhancements and new features. We value your feedback and our team regularly reviews your suggestions for consideration in future releases.

You have 3 options for providing feedback:

  1. Vote for an existing Idea. The popularity of an Idea helps us understand its importance to our users.

  2. Comment on an existing Idea. We want to hear your unique point of view.

  3. Add a new Idea. If no existing Idea describes what you would like, add a new one!

When you Vote, Comment, or Add an idea you will also be subscribed to that Idea and will receive status updates. Please note that we may merge or rename Ideas for clarity. Thank you for your support and feedback, it is always appreciated!

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    Showing 509 of 509

    Direct Analysis Method. Reduction stiffness for Strength and nominal stiffness for Service

    According to the code and standard practice, stiffness reduction for DAM applies for Required Strength analysis, but for Design Strength calculation and for Service check, nominal stiffness is to be used. To be able to indicate Staad which combina...
    Saul Cuen over 2 years ago in  3 Already exists

    It would be nice to be able to list the allowable stress in a report

    SAMPLE BUCKLING LENGTH ALLOWABLESTRESS MEMB LY(m) LZ(m) UNL(m) KY KZ UNF FA(N/mm2) FT(N/mm2) FCZ(N/mm2) 1001 1.000 2.000 1.000 1.000 1.000 1.000 93.400 156.670 138.250 1002 2.500 5.000 2.500 1.000 1.000 1.000 93.400 156.670 138.250 1003 4.000 8.00...
    Guest almost 3 years ago in  1 Future consideration

    UC summary based on Profile Shape and Group

    Please prepare a UC summary table Profile size wise, Group Wise from ejoumale.pajamale@technipenergies.com
    Guest almost 3 years ago in  1 Needs review

    Orientation check for Solids

    It shall be noted that, if solids are not oriented properly than, we are not able to assign properties to the model, and it is difficult to see which the bod is solid. -- With Regards. Ankur Jain -- Model Attached is confidential.
    Ankur Jain almost 3 years ago in  1 Needs review

    Wind Load Graphic

    Product: STAAD.Pro Description: Wind Load Graphic Details: Service Request 7001551689 created from the web by Milton Manos User Phone Number: 17406859217 I am requesting that STAAD.pro add a Wind Load Graphic (see enclosed example) to their calcul...
    Milton Manos almost 3 years ago in  1 Already exists

    Lateral Drift as per Verco Decking

    Provide a method to provide the design data to calculate the lateral drift using the methods provided by Verco Decking inc. https://vercodeck.com/
    Carlos Aguera almost 3 years ago in  0 Needs review

    Design classification in Load Cases Definition

    Include a Design category as part of the load case/combination definition so that when a design includes the load case/combination, it 'knows' how to consider the analysis results in the design without having to create a load envelope of a given t...
    Carlos Aguera almost 3 years ago in  0 Future consideration

    Sorting function of member properties

    A really useful feature for steel structures would be a function to sort all the section properties alphabetically/numerically. In large structures it becomes very hard to follow what section is what once you hit around 100 different section prope...
    Noel Zimmer almost 3 years ago in  1 Future consideration

    Select custom section property types using a design parameter

    We have recently encountered an issue whereby the software will automatically assume that a custom section is an I-section (W-Section) for code checking purposes. This is not ideal if the section is, for example a modified RHS section, for which t...
    Guest almost 3 years ago in  1 Needs review

    Pipelink Transfer Loading Improvement

    The Transfer Loading dialog in the Piping workflow is limited in functionality. It could be improved by adding a checkbox to change the Action and Class columns for all loads. If I want to change all the loads to primary loads, it is very tedious ...
    Michael Wood about 3 years ago in  1 Future consideration