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Allow an option to include Failed Member list in the report even when there are no failed members
In the new 2023 version, the new report builder doesn't allow you to include the failed member list when there aren't any failed members. v22 did allow for that and would report there are no failed members. Which was an easy concise way of saying ...
Staad Pro Structure Wizard (StWizard) - Pan & Zoom
For the Structure Wizard in the Analytical workflow:- Mouse Zoom behavior could be aligned with that of the STAAD interface (in STAAD - scroll up is zoom-in and scroll down is zoom-out) Pan by mouse could be advantageous, so is exiting the PAN mod...
Add ability to show "Color by Section" under Properties Tab
Under Properties in Analytical Modeling, one can currently only highlight assigned geometry for a single section at a time. A button could be added to the table that allows you to show all section properties in the current view by color, and then ...
Add tapered rectangular tube section Extend the current tapered tube definition to allow for the specification and analysis of tapered rectangular tube profiles (i..e where the length of the two side dimensions differs). Currently STAAD.Pro suppo...
To customize formula or coefficient for Live Load reduction
Now, Staad.Pro includes the option of Reducible Live Load by UBC/IBC. But the formula included is 16-23 instead of 16-22. Also, Staad uses equation 16-23 for load type Live and type Roof Live, instead of using section 1607.11 for Roof Live and equ...
Repeat the node/beam/plate and loadcase number on each line of the result tables
-In order to easily sort the results in Excel when importing a Result table, it would be a lot more helpful to repeat the node number on each row of the Support Reactions table & Displacements table. -Same comment for the beam number and L/C o...
I assume this has been mentioned before (might even be working on it), but being able to specify the steel design parameters in the Modeler would be a game changer. A separate design module would be good too, but I don't think it's necessary.
about 2 years ago
It should be the default way and I think its a great idea to include Mass Reference Load in X,Y and Z global direction as a default as it works for ELF, RSA and TH, Static and Dynamic Analysis.I would also Suggest Let User define what they would l...