For the structures like Metro railway station and Industrial buildings, Clients are demanding to perform the long-term deflection check of the beam. RCDC should allow to perform the long-term deflection check for the beams selected by the user. Ge...

In the new 2023 version, the new report builder doesn't allow you to include the failed member list when there aren't any failed members. v22 did allow for that and would report there are no failed members. Which was an easy concise way of saying ...

we conventionally add a new job and assign all the parameters from scratch while trying to replicate a similar footing desing within the same STAAD.Foundation file. however adding a cop/replicate/clone job might save time avoid the chance of missi...

In spite of selecting Metric units for member section properties at the beginning of a new model (considering Indian codes), while checking the member sections during modelling and analysis, the member properties are getting displayed in FPS units...

Implement a method to generate loading on roof structures as per the IS 875 part 3 wind load code using the Cpe method using the values in Table 8 / 9

There is no way to add wind load in other direction in case of unclad building. For example : - staad taking load case only in one direction i.e. +X, whenever I try to add another case in z direction, previous case gets deleted automatically. So, ...

For Inclusion of built up section in standard I section combination with Channel section on top flange, which is widely used for gantry girder.

The STAAD.Pro now can not check the the vertical structural irregularities 5a/5b in the ASCE 7 table 12.3-2 by ant command stream, but as the code demand, the designer need check this irregularities, it is very difficult and cost time for designer...

It would be good to get a function in OpenSTAAD function to get the CoG of the Model.