Let me request to provide the help and Users Manual of Japanese language in Staad pro. Currently It is not existing. So Japanese user cannot use Staad pro as the Calculation Note for Architectural application to Japanese government. If there is it...

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...

STAAD currently has only LX and LY parameters but does not have separate parameters for cases where a beam has only the top flange restrained or only the bottom flange restrained. It would be useful if both were separated.

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...

Currently, SFA uses the highest corner pressure to design the foundation size bearing on soil. Please revise the SFA program to have an option for a soil supported foundation (versus a rock supported foundation) and provide revised foundation sizi...

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, ...

It is hoped that the method of adding stiffeners in the design of American standard column bases can be increased, and it is best to be customizable. For example, extending plate stiffeners can be set on the web of the I-beam.

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

Provide the ability to have horizontal moving loads in addition to the vertical loads. For example, ASCE 7 requires cranes to be designed for vertical loads and horizontal loads. It would be great if STAAD had the ability to have both the vertical...

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