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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 439 of 439

base pressure contour is not available for the envelope of the loads

Base pressure contour for raft footing is available for the envelop of the loads in Space Gass but not in STAAD. It is important to have this feature be implemented in STAAD too to facilitate the raft footing design based on allowable bearing pres...
Guest 12 months ago in  2 Already exists

Add angle section to ram connnection so that the Lattice structure can be calculated

Add angle section to ram connnection so that the column base node of Lattice structure can be calculated
Guest about 1 year ago in  1 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 about 1 year 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 about 1 year 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 about 1 year ago in  3 Needs review

The name of the load can be modified

When there are many types of load definitions, it is difficult to distinguish which one each load is. If you can customize the name, it will be easier to distinguish and verify
Guest about 1 year ago in  5 Already exists

Add fire calculation in staad.pro

according to GB 51249-2017, steel structure needs to do the fire calculation and corresponding design. There are more and more security reviews about fire calculation, therefore it's necessary to add these content in staad.pro.
Guest about 1 year ago in  1 Future consideration

Calculation of Stability index Q as per annex E of IS456

To determine whether a column is a no sway or a sway column, stability index Q may be computed as given in annex-e of IS456. It's a very time consuming and cumbersome calculation while we are freezing the column sizes. if Q is directly calculated ...
Guest about 1 year ago in  4 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 about 1 year ago in  2 Will not implement

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 about 1 year ago in  1 Needs review