Wind loading on cylindrical structures as per IS 1875 part 3
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
OpenSTAAD Function to Retrieve the Id (Not GUID) of a Parametric Surface
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...
OpenSTAAD Function to Retrieve all Existing Parameteric Surfaces' Names
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...
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...
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...
If the slenderness ratio meets the requirements, but its normalized ratio is not shown in the utilization table, can the slenderness ratio be added to the utilization table, which will help the designer to understand the condition of the member.
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