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Automatic creation of shear wall should be made available like etabs

Automatic creation of shear wall should be made available like etabs. Creating shear wall should have straight forward approach like etabs. in staad the approach is little tediuos
about 4 years ago in STAAD.Pro 1 Future consideration

Account for offset when doing intersection

Currently when you do the intersection of two beams, STAAD finds the intersection without taking into account any offsets the beams may have. The result is you have to manually move the node at the intersection if offsets are involved. This is mad...
about 4 years ago in STAAD.Pro 1 Future consideration

Keyboard Alt for Menu shortcut

This feature is shown every time I press Alt key to quickly access the menu options. However this slows down the menu option selection on the Ribbon tab. On the V8i Select Edition, it is very smooth and quick to use Alt + Shortcut Letter (just und...
about 5 years ago in STAAD.Pro 1 Already exists

Rigid member

Add a default section and material to be used as a rigid member in lieu of OFFSET. Make sure that profile and material are bein created in such way that the deflection of rigid member is as less as it can be without any warning.
about 5 years ago in STAAD.Pro 1 Already exists

nonlinear pushover

Please tell me Can Staad do a nonlinear pushover analysis for concrete structures? Also, Can Staad do a nonlinear dynamic time history analysis for concrete structures? Thanks
about 5 years ago in STAAD.Pro 1 Will not implement

MASONRY

Please I suggest to add MASONRY structures analysis & design in the next version of STAAD .
about 5 years ago in STAAD.Pro 1 Future consideration

Interactive Graphical Icon Display of Multiple Support conditions

On STAADPRO Connect Edition, the graphical display of support icon does not update in corresponding current load condition. It only shows the latest support definition whatever load case is being selected. Although forces and design results are sh...
about 5 years ago in STAAD.Pro 1 Future consideration

I section. Tapered versus User Table

I found that when I use USER TABLE with AISC 2010 or 2016 the values of table B4.1b are wrong. The limit lambda r for non compact and slender flange is not o.k. Is it possible to review those values for the USER TABLE? Thanks
about 5 years ago in STAAD.Pro 1 Will not implement

HERRAMIENTA DE BANAMEX CONTRA INTRUSOS BLOQUEA STAAD.PRO

HOLA, BUEN DÍA, INSTALÉ LA HERRAMIENTA DEL BANCO Y AL ACCEDER AL STAAD.PRO CONNECT EDITION, SE QUEDABA "VOLANDO" FUI AL ADMINISTRADOR DE TAREAS Y VI QUE EL RAPPOR(ETC) DE LA HERRAMIENTA CONTRA INTRUSOS DE BANAMEZX, QUE SUMINISTRA IBM, MANTENÍA EL ...
about 5 years ago in STAAD.Pro 1 Will not implement

Don't switch views when picking different tab

Often when clicking on a different tab, say going from "Geometry" to "Properties" for example, STAAD will change the view in the graphics window. Please, please, please do not change the view when switching between tabs.
about 5 years ago in STAAD.Pro 1 Future consideration