I often create models with multiple support conditions. Because of STAAD's requirements on support degrees of freedom I have to model lift cases first. This means that I cannot model seismic cases first as required if I want to use STAAD's seismic...

Currently, according to Bentley Support, the Material Definition properties are only used in the Connection Design module and are not used for steel design & code checking. The SGR, FYLD, FU parameters must be used instead to define the materi...

Hello Development Team, Could you consider adding a quick "button" to execute "un-assign" or " remove load " command from both plate elements & line members ? (Please refer to the attached picture). This tool would work as a quick "reverse ope...

May you please include the design of waffle slab, ribbed slab and flat slab in rcdc

Please allow user to remove multilinear springs in GUI rather than going into the editor to remove 1 or 2 lines of text.

hi When you importing portal frame building in to RCDC for design concrete footing,display column is missing in RCDC,becuase columns are steel,make RCDC read for design footing thanks in advance

I am recommending that the same software engineers that is responsible for producing the detail drawings for RCDC should be responsible for producing the drawings for Staad Advance Foundation Design. The Detailing drawing designs in Staad Advanced...

Hello, I found a problem when I have to analyze a structure in two different situation. One with equipment in operation and another one with equipment empty. For eatrhquake I used "Response spectra". It is knows that response spectra use only the ...