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STAAD.Pro

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Streamlining Workflow in STAAD.Pro: Reintroducing Shortcut Keys for Enhanced Analysis

Hello, In the previous version of STAAD V8i, there was a convenient shortcut key (F9) to run the analysis. However, it seems that this shortcut key has been removed in the advanced version, known as Connect Edition. To enhance the user experience ...
about 1 year ago in STAAD.Pro 1 Already exists

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

To be able to select and change multiple nodes coordinates to an input value

As far as I know, when I need to edit multiple nodes to a desire coordinate, I have to select each of the nodes and input the value one by one, as Staad manage Relative Move only. It would be efficient just to select all the nodes, and type a coor...
over 1 year ago in STAAD.Pro 4 Already exists

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

Direct Analysis Method. Reduction stiffness for Strength and nominal stiffness for Service

According to the code and standard practice, stiffness reduction for DAM applies for Required Strength analysis, but for Design Strength calculation and for Service check, nominal stiffness is to be used. To be able to indicate Staad which combina...
over 1 year ago in STAAD.Pro 3 Already exists

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

UC summary based on Profile Shape and Group

Please prepare a UC summary table Profile size wise, Group Wise from ejoumale.pajamale@technipenergies.com
over 1 year ago in STAAD.Pro 1 Needs review

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