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.

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STAAD.Pro

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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 over 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 over 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 over 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 over 1 year ago in  1 Future consideration

Extend the Take off Command to Plate elements

It'd be nice to be able to use the take-off command on plate elements. Similarly to beams where the take off give the section, length, and weight. Having the take off give thickness, area, and weight would be really helpful.
Dallin STRONG almost 3 years ago in  4 Future consideration

update to IBC 2021

No description provided
Bradley Oliver 9 months ago in  2 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 over 1 year ago in  4 Future consideration

Exact and accurate mesh size in FEM for conservative results

Mesh size in FEM in staad is yet controversial topics, as different trials for different mesh size gives very diverse and biased result, Hence perfect mesh size for more accurate plate result needs to incorporate.
Sahil Shaikh 9 months ago in  0 Needs review

Renumber Tool for Physical Members (Analytical Modeler)

The AutoForm tool helps speed up generation of PMembers within an analytical modeler. Would be nice to have the ability to number physical members similar to how nodes and analytical elements like beam, plate, and solid elements are renumbered.
Guest 9 months ago in  0 Needs review

Non linear time history analysis in staad pro CE

Non linear time history analysis still not implemented in staad pro for different types of structure like residential, industrial structure etc, kindly add non linear time history analysis in staad CE as it gives realistic and more conservative an...
Sahil Shaikh about 3 years ago in  2 Future consideration