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...

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...

Engineering work flow requires quick visual assessments of results and modification of structural models until a satisfactory solution is achieved. Hence, as part of the time saving ideas for reviewing structural models, May I suggest that the Wor...

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.

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...

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 ...