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...

STAAD cannot report Beam Results in the Global Coordinate Systems in the UI Results Table. However, it is capable of printing Member Forces using the Global Coordinate System to the Analysis Report. This hinders downstream processes that require t...

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...

Many codes, particularly IS 1893 part-2 and IS 3370 part-2, the RCC elevated/underground water retaining structure should be analyse and design in "TANK ENPTY" and "TANK FULL" both of the conditions, but staad pro seismic definition whether it is ...

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.

As we know in R.C structures we may need to provide holes in beam for service purposes. I am here attaching a book showing examples on the design of beams with holes. [View:/cfs-file/__key/telligent-ideas/03d5f738-7ee6-4ff2-9384-201f3d5dd0d9/Concr...

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...