Continuous Footing - Option to not consider perpendicular footings
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.
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.
Currently, there are relatively few stiffening rib arrangements that can be selected in RAM. There is currently no way to customize the arrangement of stiffening ribs in the software. This brings inconvenience to project execution. It is hoped tha...
Merge multiple connections which happen at one joint
I had a connection that required a shear connection framing from one beam, a moment connection from another beam and a horizontal brace from another beam all at one column. The detailer needed a combined detail merged as one. As another example, w...
Applying lateral line loads over a beams or columns under Wind load case
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 ...
over 2 years ago
in RAM Concept
0
Future consideration
Hacer mas tipos de columnas de concreto armado o reforzado, tipo ele, cee, tee.
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.