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.

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

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All ideas

Showing 354 of 354

OpenSTAAD Function to get CoG of the Model

It would be good to get a function in OpenSTAAD function to get the CoG of the Model.
Guest 3 months ago in  2 Needs review

Add Back to back properties of CF member

Kindly add the back-to-back properties of Lysaght C section (combinedly it becomes I- section) ,it is widely used in cold form structures.
Prashant Patil about 1 year ago in  1 Future consideration

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

Auto wind load generation for roof/purlins..

Frequently used for design of all steel structure with shed/roof CONCERN CODE(ALL) especially IS 875 part 3: 1-Sir, staad CE has support the auto wind load as for clad/unclad buildings, this wind load is applied on the surfaces/periphery of buildi...
Sahil Shaikh about 2 years ago in  3 Future consideration

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

Additional Selection Tools

It would be much helpful if additional tools to select entities like Nodes, Beams etc., in the polar coordinate system i.e., specifying the start and end radius (or diameter) and start and end angles. This helps a lot if we need to select the enti...
Srinivasa Rao Masanam 3 months ago in  1 Will not implement

Time History in multiple load case for blast loads

For Blast loads in some cases we have to apply blast load in all the direction i.e x and z in different load cases. presently the time history load is possible only in one load case. Time history should be allowed to be added in mutiple load cases
Ashok K 10 months ago in  2 Future consideration

implement front to front angle configuration in STAAD

In India many Columns are made with 4 leg of angle with lacing of rod or angle(built-up) STAAD have option of design back to back but it is not have front to front angle configuration
Rahul Brijpuriya 7 months ago in  2 Will not implement

Wind loading on cylindrical structures as per IS 1875 part 3

Provide a method to create wind loading on Cylindrical Structures as per Wind Pressure coefficients in clause 7.3.3.7 using Table 19 of IS 875 Part-3 2015
Guest 11 months ago in  4 Needs review

ADD the slenderness ratio to the normalized ratio

If the slenderness ratio meets the requirements, but its normalized ratio is not shown in the utilization table, can the slenderness ratio be added to the utilization table, which will help the designer to understand the condition of the member.
Guest 7 months ago in  1 Needs review