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 369 of 369

OpenSTAAD function to extract the Beam Forces summary table for the selected beams

Hi, Typically, to get end forces to design the connection for a certain beam size, a group is created and the bounding beam forces for the group are extracted using the "Beam Results - Beam Forces - Summary table" using the "Results Setup - Range ...
Tom Pallister 12 months ago in  1 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

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 over 1 year ago in  1 Future consideration

Beam numbering in output file of RCDC

Beam FB111 is secondary beam and beam FB347 to FB350 is primary beam. We want beam numbering reverse. Primary beam should have one number and secondary beam should split into four different numbers. We don't want group name in output file.
Swapnil Chaugule 4 months ago in  0 Needs review

The STAAD.Pro model import to SACS

Now we can calculate the upstructure in STAAD.Pro for ocean engineer; But the pile will be designed in SACS for sea ice load and wave load. when the model is imported to SACS, the load will loss and need to apply load again in SACS. The workload i...
Guest 8 months ago in  1 Needs review

Turkish Building Earthquake Code 2018 and TS 500

Türkiye de yaşayan mühendislerin programlarınızı kendi ülke standart ve kurallarına göre daha rahat kullanabilmeleri ve bunun paralelinde programlarınızın kullanım oranlarının artması doğrultusunda eklenmesi yaralı olacaktır.
Yahya Karadede 8 months ago in  4 Future consideration

Turkish Building Earthquake Code 2018 for steel structures

Betonarme binaların projelendirmesi ile birlikte çelik binaların projelendirilmesinde de kendi ülke standart ve kurallarını kullanmak, mühendislerimiz için kolaylık ve rahatlık sağlayacak, programlarınızın ülkemiz içerisinde kullanımının yaygınlaş...
Yahya Karadede 8 months ago in  3 Needs review

Canadian Seismic Load per 2015 NBC code parameters

Would like to get implemented NBC 2015 Code parameter.
Guest about 1 year ago in  0 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

I sections with side plates

It is suggested to add I sections with side plates table under specifications user table manager tabs. Offshore brownfiled modificaitons work would involve adding side plates to existing I sections to increase its capacity.
Guest about 1 year ago in  1 Needs review