Is there any possibility to update IS 802 latest code in stadd pro connect in near future? Till now IS 802 1995 is provided instead of IS 802 2016

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.

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...

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

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.

Hello i would like to give a suggestion when modelling a structure and create a mesh using parametric model after generating mesh we know the beams are broken into parts depending on the mesh size, if one decides to delete the mesh, then the disin...

As most of the functions exposed in OpenSTAAD uses the surfaceId to target a specific parametric surface, a function to retrieve the Id of the parametric surface by specifying it's name will be essential. I tried using the existing function GetPar...

Usually we start creating the parametric surface mesh by assigning a name. However, there will be situations where we need to clear all the existing mesh definitions and then start afresh. It will be much helpful if there is a function in OpenSTAA...

In design of buildings sometimes we need to takeup tapered bracket or counterbalance supported tapered cantilever cross section At the moment we can not design tapering cross section in staad pro connection edition

Can we have a single query where we can have both the Bending Moments, and Shear forces can be sketched in the query report? adding the Deflection Diagram would also be an added advantage.