STAADpro is not able to design cold form section outside the standard library or any user defined cold form section as per IS801. This is severe limitation as many users are using sections of their choice which are not in the library. This is espe...

At present design of double channel in STAAD as per IS800 LSD is having certain work flow. It assumes higher MI as a major axis even if it can be about minor axis Y which is not correct. STAAD should consider section orientation as provided by use...

In most of the industrial sheds, double I section spaced apart is used as crane column and single I section is used to support the roof above. In present STAADpro ver 24 facility to design double I section as per IS800 LSD is not available . This ...

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

As of now, moving load feature is available only in vertical plane. But moving load in horizontal plane isn't available yet. But, as per industry demand, moving load to be applied longitudinal and transverse direction, simultaneously. Staad pro s...

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...

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, ...

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...

The accidental eccentricity in staad pro. as per Eurocode 1998:2004, while analyzing the structure for seismic loads using response spectra method.

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