It is suggested to add I sections with side plates table under specifications user table manager tabs. Offshore brownfiled modificaitons work would involve adding side plates to existing I sections to increase its capacity.

Staad foundation advance (SFA) has an option to assign plates of various thickness, but it should also have an option to model such plates in TRAPEZOIDAL PATTERN as shown in below images,which is frequently used to model raft foundation, also plac...

When the basement shear wall is modelled along with intermediate columns as shown in image, and such columns supposed to designed in RCDC , then RCDC devides the length of columns into small length/small segments as per meshing of adjacent shear w...

Hello i would like to drop my suggestion for consideration, as we know up to now Wind Load generator, can only generate wind on panels. But during design we may have to apply corner wind pressure especially in connection design and also to apply w...

Provide a method to create wind loading on Cylindrical Structures as per Wind Pressure coefficients in clause 7.3.3.7 using Table 19 of IS 875 Part-3 2015

Currently RCDC works only in Euro code for water tank.. my suggestion is please consider IS:3370 for water tank design.

Add angle section to ram connnection so that the column base node of Lattice structure can be calculated

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...

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...