STAAD.Pro- software is using EN1993-1-1 Eurocode 3 2005, - this is not the latest version of this design code. How do we go about updating this in STAAD-Pro ? We need to be using the latest design code for compliance with our EN1090 fabrication wo...

This would cut down the analysis time required by STAAD significantly. If it is too much work to change the solver code to benefit from multi-threads, can at least each basic load or each load combination be run at a different thread? There's no r...

Good morning. It would be helpful if future versions included the option for the user to define the reinforcement layout, allowing STAAD Foundation Advanced to verify it — both for pedestals and foundations

Frequently used for design of all steel structure with shed/roof CONCERN CODE(ALL) especially IS 875 part 3: 1-Sir, staad CE has support the auto wind load as for clad/unclad buildings, this wind load is applied on the surfaces/periphery of buildi...

Two things here:Have the ability for STAAD (in the physical modeler) to calculate the section properties when entering a new shape into an existing database. For example, I'm adding a new hat channel into the AISI cold formed Profiles database. In...

Presently Staad pro is using CANADA/NRC seismic code 2010, but available code is 20213 , kindly update your Staad soft ware accordingly, to perform our Canadian client asap

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, ...

The proposed enhacement would allow the units that are being used in the model to appear correctly and complete in the Section Name window, and also in the reports because, for example, being tied as they are now only allows units to be presented ...

Just as the title. To be able to analyze a structure with Tension-Only members using the Direct Analysis Method.