Sería ideal que en futuras versiones de RAM Connection se incorpore la funcionalidad de imprimir los reportes de las juntas de forma simultánea. Esto evitaría la necesidad de imprimirlos uno por uno, lo cual puede resultar un proceso tedioso y poc...
Currently for beam to column connections, if the beam is HSS then the column must also be HSS. This is very limiting. It would be nice to allow HSS beam to WF column connections. The forces are often shear, moment & torsion. It would be great ...
• Does RAM Connection support Box Columns (Double ISMB/ISMC) with strengthening plates for moment-resisting or shear connections? (see attached drawing) • Can RAM Connection be customized for specific load cases, codes, or connection types? · Can RAM Connection design connections for base plates and bracing using Box Columns with strengthening plates?
It could be useful for companies like Spray Engineering, Cheema Boilers etc. Composite Connections are also in demand.
Applied Beta Angle of a member in STAAD model isn't working in RAM connection design
I have few members of a structure frame that were oriented 90 degree using Beta Angle. However, this applied Beta Angle no more works in RAM connection when I try to design a connection in STAAD RAM connection.
RAM Connection should have the capability to design any kind of joints
It becomes difficult when there is no template that can apply to joint for connection design. For instance, I have I-section column and hollow rectangular section beam. There is no template that can design such kind of joint.
ram standalone has reports, etc updated yet that is not available within Ram when you work directly within staad...why not? Current report formatting for Ram is awful
Lifting Lug & Cap Plate Connection Design Within Ram / Staad
Lifting lugs and cap plates are always needed for modular design which is done within Staad + Ram Connection...these are standard type of connections and their design should be accommodated within the programs vs having to use other programs to do...
Column and Beam Splice connection considering seismic provision AISC 341
Please Incorporate the Splice Connections consider the seismic provisions from AISC 341-10 codes in RAM connection software. This will be very useful for High seismic zone.
Designing a Vertical X-brace connection with one member continuous
99% of the details I have seen for vertical x-bracing shows one member continuous. I design a lot of connections for a steel fabricator and I am always required to perform a hand calc or 2 ram connection calcs with one being the horizontal X-brace...
Allow gusset BASE PLATE connections to be assigned at corner columns connected to braces in two directions.
Currently, there is no way to design a gusset base plate connection if the column base has braces coming into it from 2 different planes. You can't even assign 2 separate connections, one for each plane, like you can at CBB joints.