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include MERGE NODE, CONNECT BEAMS & COLLINEAR BEAMS under Node Tools

it might also be helpful, if we can add the MERGE NODE tool in the "popup" Node tools when many nodes are selected (just like MERGE BEAM tool is included in the "popup" Beam tools) and the CONNECT BEAMS and COLLINEAR BEAMS tool also (to generate b...
almost 2 years ago in STAAD.Pro 1 Future consideration

EN1993-1-1 Eurocode 3 2005

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...
about 1 year ago in STAAD.Pro 1 Future consideration

Auto Wind load for roofing

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
almost 3 years ago in STAAD.Pro 6 Future consideration

RCDC design all type footing

make RCDC design all type footing(single,combine,mat......)combine (RCDC,RCDC FE and staad advance foundation)
over 3 years ago in STAAD Concrete 1 Needs review

Make Staad Multi Processor (Multi-Threaded)

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...
over 2 years ago in STAAD.Pro 1 Future consideration

5% accidental eccentricity as per Eurocode 1998:2004, using response spectra method

The accidental eccentricity in staad pro. as per Eurocode 1998:2004, while analyzing the structure for seismic loads using response spectra method.
10 months ago in STAAD.Pro 1 Future consideration

SFA Foundation use uniform (average) Effective Bearing Pressure per AASHTO 10.6.1.4

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...
almost 2 years ago in STAAD Concrete 2 Needs review

In wind load generator, please incorporate wind load in other directions such as X & Z. Also, wind load on roof truss & corners needs to be incorporated.

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, ...
almost 2 years ago in STAAD.Pro 3 Future consideration

COMBINED FOOTING, RAFT FOOTING IN RCDC

May you please include the design of raft foundation and combined footing in RCDC
over 4 years ago in STAAD Concrete 1 Needs review

Warning based on superceded (old) code appears in Seismic analysis using IS 1893 pt 1.

STAAD Pro CONNECT Edition shows a warning based on IS 1893 part 1:2002, when the latest code available currently under use is IS 1893 part 1:2016. Kindly clarify why should warnings based on old codes appear when the user has specifically selected...
3 months ago in STAAD.Pro 0 Needs review