Provide an option so that perpendicular footing loads are not applied to the continuous footing. I'm not sure I understand why the program does this in the first place. It seems like you are accounting for the load twice under the current rules.

In the Column module, you should be able to assign HSS Column series to be checked (such as HSS5X5, HSS6x6, HSS7x7) similar to how you can assign a specific Wx column series to be checked.

Weld group only calculates fillet welds. Seems like a simple addition to check partial penetration groove, flare bevel, and other welds.

Applying lateral line loads over beams or columns under Wind load case. Can we apply line loads over beams or columns under the Wind load case? Attached snip for ref. Since grid A is the outer face of the building we have a roof canopy beyond grid...

When running schematic designs, I want to reset sizes when adding additional lateral frames. Currently, the only way to clear out sizes is to fence plan by plan. It would be much faster to do this by elevation.

Currently there is no simple way to model a banded slab with complex steps and openings within the band so allowing the openings to have priority over the beams without checking the "Mesh as Slab" option would mean the beams could be simply added ...

It would be great to have the ability to save shapes to the file instead of locally. It can be difficult to keep track of custom shapes used on past projects.

Double back-to-back channels are typical for design of walers. Adding double channel section for beam splice connection with end plates would allow for this type of connection to be modeled.

CON SUS DISEÑO DE ACEROS Y ESTRIBOS, SUS DIAGRAMAS DE INTERACCION. A COMO LO HACE PARA COLUMNAS CUADRADAS,RECTANGUALES CIRCULARES O REDONDAS. FAVOR REVISAR LA PARTE DEL DIAGRAMA DE INTERACCION, NO DA LO ESFURZOS EN LA SECCION, DA UN ERROR.