Anyone who perform post-processing/detailed analysis on plated structures will benefit from this. The function could take a plate ID and loadcase as input, and give plate corner stresses for all corners as output.

There will be many occasions where a user wants to redefine the incidence of one or more members or plates. It would be helpful if there is an OpenSTAAD function to carry out this task as this saves a lot of effort and time. I understand that ther...

Hello, There’s no point in applying the notional load against other lateral loads. In STAAD, it’s possible that the Load Combination where automatically generated so the notional loads are generated for all directions even if they countermeasure t...

Hi, When inserting a node into a beam having a tapered I-section property, the software automatically generates the properties for the new section and places it at the end of the property section. This poses significant challenges during the optim...

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 ...

Too many requirement for design the JIS/TIS c-light lip section as cold formed steel using STAAD. So, is it possible to have an JIS/TIS c-light lip section properties included in the database. If there are these section database in STAAD, it's can...

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...

Hello, Could you introduce "Dynamic Pictures" in STAAD? Engineers spend a good amount of time in generating clearly annotated and detailed reports within all project's lifecycle. In a competitive environment, hitting timelines is paramount. A dyna...

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