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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 371 of 371

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 11 months ago in  1 Future consideration

Staad Pro Structure Wizard (StWizard) - Pan & Zoom

For the Structure Wizard in the Analytical workflow:- Mouse Zoom behavior could be aligned with that of the STAAD interface (in STAAD - scroll up is zoom-in and scroll down is zoom-out) Pan by mouse could be advantageous, so is exiting the PAN mod...
Dani Paul over 1 year ago in  2 Will not implement

Add tapered rectangular tube section 

Add tapered rectangular tube section  Extend the current tapered tube definition to allow for the specification and analysis of tapered rectangular tube profiles (i..e where the length of the two side dimensions differs). Currently STAAD.Pro ...
Guest over 1 year ago in  1 Already exists

To customize formula or coefficient for Live Load reduction

Now, Staad.Pro includes the option of Reducible Live Load by UBC/IBC. But the formula included is 16-23 instead of 16-22. Also, Staad uses equation 16-23 for load type Live and type Roof Live, instead of using section 1607.11 for Roof Live and equ...
Guest over 1 year ago in  2 Future consideration

Repeat the node/beam/plate and loadcase number on each line of the result tables

-In order to easily sort the results in Excel when importing a Result table, it would be a lot more helpful to repeat the node number on each row of the Support Reactions table & Displacements table. -Same comment for the beam number and L/C o...
Sébastien Julien over 1 year ago in  1 Future consideration

WIND CORNER PRESSURE AND ROOF IN WIND LOAD GENERATOR

Hello i would like to drop my suggestion for consideration, as we know up to now Wind Load generator, can only generate wind on panels. But during design we may have to apply corner wind pressure especially in connection design and also to apply w...
Joseph Lucas Magare about 2 years ago in  2 Needs review

Add NZS 1170.5 code to Seismic Codes in STAAD

STAAD does not have NZS 1170.5 in its Seismic Codes. Users in ANZ uses custom spectrum and factored it up to match the base shear. Adding this code will help the users in ANZ work directly with the NZ code and thus speed up their productivity. Use...
Rudra Lahiri over 2 years ago in  1 Future consideration

Multiple mass models/ seismic analyses for design

Many codes, particularly IS 1893 part-2 and IS 3370 part-2, the RCC elevated/underground water retaining structure should be analyse and design in "TANK ENPTY" and "TANK FULL" both of the conditions, but staad pro seismic definition whether it is ...
Sahil Shaikh over 2 years ago in  2 Future consideration

Steel Design Parameters in Physical Modeller

I assume this has been mentioned before (might even be working on it), but being able to specify the steel design parameters in the Modeler would be a game changer. A separate design module would be good too, but I don't think it's necessary.
Ryan Freund about 3 years ago in  1 Future consideration

Mass Reference Load in a Model as a Default

It should be the default way and I think its a great idea to include Mass Reference Load in X,Y and Z global direction as a default as it works for ELF, RSA and TH, Static and Dynamic Analysis.I would also Suggest Let User define what they would l...
Guest about 3 years ago in  0 Future consideration