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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STAAD.Pro

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Analysis & Design option for Self supporting roofing sheet recommended by RDSO , GOI .........Proflex company MNC is majorly manufacturing those roofing sheets........

Analysis & Design option for Self supporting roofing sheet recommended by RDSO , GOI .........Proflex company MNC is majorly manufacturing those roofing sheets........ The irregular shape of sheet is difficult to model & analyse in staad p...
Jaspreet Singh 3 months ago in  0 Needs review

Help and Users Manual of Japanese Language in Staad Pro

Let me request to provide the help and Users Manual of Japanese language in Staad pro. Currently It is not existing. So Japanese user cannot use Staad pro as the Calculation Note for Architectural application to Japanese government. If there is it...
Guest 3 months ago in  1 Planned

UNT UNB PARAMETER FOR IS 800

STAAD currently has only LX and LY parameters but does not have separate parameters for cases where a beam has only the top flange restrained or only the bottom flange restrained. It would be useful if both were separated.
RAHUL BRIJPUIYA 3 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 about 1 year ago in  1 Future consideration

Allow an option to include Failed Member list in the report even when there are no failed members

In the new 2023 version, the new report builder doesn't allow you to include the failed member list when there aren't any failed members. v22 did allow for that and would report there are no failed members. Which was an easy concise way of saying ...
Dallin STRONG almost 2 years ago in  1 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 about 1 year ago in  2 Needs review

include MERGE NODE, CONNECT BEAMS & COLLINEAR BEAMS under Node Tools

it might also be helpful, if we can add the MERGE NODE tool in the "popup" Node tools when many nodes are selected (just like MERGE BEAM tool is included in the "popup" Beam tools) and the CONNECT BEAMS and COLLINEAR BEAMS tool also (to generate b...
Dani Paul about 2 years ago in  1 Future consideration

State the code basis for utilization ratio tables in reports

In STAAD 2023, if a report is created and the Utilization Ratio table is included, a critical Clause is listed for each member. However, there is no indication in/above the table of which code, or code version, that the Clause pertains to. Please ...
Steve Haymore about 1 year ago in  2 Future consideration

Auto Wind load for roofing

Implement a method to generate loading on roof structures as per the IS 875 part 3 wind load code using the Cpe method using the values in Table 8 / 9
Sahil Shaikh about 3 years ago in  6 Future consideration

RAM DOES NOT SUPPORT TO ADD STIFFENER TO PINNED BASE PLATE?

It is hoped that the method of adding stiffeners in the design of American standard column bases can be increased, and it is best to be customizable. For example, extending plate stiffeners can be set on the web of the I-beam.
Guest 3 months ago in  0 Needs review