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STAAD.Pro

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Open STAAD Function to remove member loads.

Kindly add open staad function to remove selected member loads. Thank you.
about 1 year ago in STAAD.Pro 3 Future consideration

Extend existing STAAD.Pro to ADINA interop to export cross-section dimensions

Extend existing STAAD.Pro to ADINA interop to export cross-section dimensions in addition to the existing "General" cross-section type so that nonlinear elastic-plastic material can readily be applied to beeam elements.
about 1 year ago in STAAD.Pro 1 Future consideration

Turkish Seismic Code

Provide the Turkish Seismic Code (TBSC-2018) which was updated in 2018 for static seismic and response spectrum loading. Code attached.
about 1 year ago in STAAD.Pro 3 Future consideration

Capability in viewing steel design detail output as you could previously! V23

Evidently when performing steel design to Euro code (perhaps the same for other codes) you can only now see utilisation ratios. You no longer have the capability of seeing the detailed design results to check if your effective length or steel grad...
about 1 year ago in STAAD.Pro 1 Future consideration

Assigning DJ1 / DJ2 to a model to define start/end of members must improve

To be forced to go assign both a node # and every member between 2 nodes for a few beams is not a big deal but when it's a giant model, it takes days to assign these values for deflection checks. Something must be done to make this more user frien...
over 3 years ago in STAAD.Pro 1 Future consideration

FLAT SLAB, RIBBED SLAB AND WAFFLE SLAB

May you please include the design of waffle slab, ribbed slab and flat slab in rcdc
over 3 years ago in STAAD.Pro 1 Future consideration

ASME-STS-1 2021

Add the ASME-STS-1 2021 file as an option for the results of the analysis. There are only four equations from ASME, then everything defaults to AISC 2016, so most of the work is done.
over 1 year ago in STAAD.Pro 6 Future consideration

It would be nice to be able to list the allowable stress in a report

SAMPLE BUCKLING LENGTH ALLOWABLESTRESS MEMB LY(m) LZ(m) UNL(m) KY KZ UNF FA(N/mm2) FT(N/mm2) FCZ(N/mm2) 1001 1.000 2.000 1.000 1.000 1.000 1.000 93.400 156.670 138.250 1002 2.500 5.000 2.500 1.000 1.000 1.000 93.400 156.670 138.250 1003 4.000 8.00...
over 1 year ago in STAAD.Pro 1 Future consideration

Show design ratio for concrete members as is shown for steel members

When designing concrete members in Staad.Pro, detailed design information can be seen in batch mode using TRACK command. One useful detail is the design ratio Pu/Pn. If that value can be shown the same way is shown for steel design it can speed up...
over 1 year ago in STAAD.Pro 1 Future consideration

Add SPAN command similar to SACS instead of DJ1 and DJ2

It is painful task to add DJ1 and DJ2 for deflection check in design paramter. Instead create SPAN command , which allows to add a set of members in a SPAN command to calculation local y and z deflection and actual DFF against allowable DFF. This ...
over 1 year ago in STAAD.Pro 2 Future consideration