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!

ADD A NEW IDEA

All ideas

    Showing 509 of 509

    Auto load combination for IS 802 part 4

    It will be better is auto load combination for following IS codes, IS 802 Part 1/Sec1 2015 - Clause 13 - For Transmission tower Design IS 802 Part 4 2023 - Clause 13 - For latticed switchyard structure Design As of now only design code of IS 802 i...
    Pandiaraja Veluchamy about 1 year ago in  0 Needs review

    Reintroduce report filtering option for "Max Forces by Property". (Filtering should apply to all items)

    Reintroducing filtering "Max Forces by Property" to include by "View" and by "group", allows max member forces for selected members to be extracted simply & quickly. These max member forces can then be used in separate detail connection calcul...
    Guest 5 months ago in  0 Needs review

    Buckling Curve Selection for Axial + Bending and LTB:

    For the design of double angle sections, the software currently does not perform the design due to the inability to plot buckling curves. An option to manually select buckling curves for both cases should be provided to enable proper design of the...
    Rashmi Ramachandra 9 months ago in  0 Needs review

    In wind load generator, please incorporate wind load in other directions such as X & Z. Also, wind load on roof truss & corners needs to be incorporated.

    There is no way to add wind load in other direction in case of unclad building. For example : - staad taking load case only in one direction i.e. +X, whenever I try to add another case in z direction, previous case gets deleted automatically. So, ...
    Shubhankar Chatterjee over 2 years ago in  3 Future consideration

    Additional User Control of Angle/Double Angle User Steel Table Specification

    The issue here lies with the Angle / Double Angle User Steel Table Specification inputs - unlike the "Tee" input dialogue box where the user can specify the Cross Sectional Area (Ax) - the Double Angle input auto-calculates the area based on the a...
    David Ghattas 5 months ago in  0 Needs review

    5% accidental eccentricity as per Eurocode 1998:2004, using response spectra method

    The accidental eccentricity in staad pro. as per Eurocode 1998:2004, while analyzing the structure for seismic loads using response spectra method.
    Guest over 1 year ago in  1 Future consideration

    EN1993-1-1 Eurocode 3 2005

    STAAD.Pro- software is using EN1993-1-1 Eurocode 3 2005, - this is not the latest version of this design code. How do we go about updating this in STAAD-Pro ? We need to be using the latest design code for compliance with our EN1090 fabrication wo...
    Guest almost 2 years ago in  1 Future consideration

    Direct Analysis Method with Tension-Only members

    Just as the title. To be able to analyze a structure with Tension-Only members using the Direct Analysis Method.
    Saul Cuen over 2 years ago in  1 Future consideration

    Moving Loads Acting in Horizontal Directions

    Provide the ability to have horizontal moving loads in addition to the vertical loads. For example, ASCE 7 requires cranes to be designed for vertical loads and horizontal loads. It would be great if STAAD had the ability to have both the vertical...
    Jeremy Jacobs about 3 years ago in  3 Future consideration

    One Cursor to select all objects

    It is highly inefficient to require the user to switch cursors for each selection in STAAD. STAAD shall identify the context of operation automatically, and select the object required. Users should be able to select nodes, beams, plates, loads, te...
    Sujaan Ahamed Fareed over 1 year ago in  2 Needs review