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RAM Connection

Showing 71 of 268

Circular Column Base plate Stiffner

No description provided
15 days ago in RAM Connection 0 Needs review

2 HORIZONTAL BRACING CONNECTING TO BEAM

No description provided
about 1 month ago in RAM Connection 1 Needs review

Weld Group - HELP Graphic Needs Improvement for Load Axes

The HELP graphic showing the axes for loads and moments needs improvement. The graphic at the connection pad shows the orientation for the loads and moments on the Weld Group. The graphic depiction of the arcs for the moments needs improvement to ...
21 days ago in RAM Connection 0 Needs review

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...
6 months ago in RAM Connection 0 Needs review

WT stem down directly bolted to the gusset

No description provided
3 months ago in RAM Connection 0 Needs review

Inclusion of AIJ(Japanese Design Code) in RAM Connection

To request the integration of the AIJ(Architectural Institue of Japan) design standards into RAM Connection to support connection design compliant with Japanese building code requirements. Other Bentley products are also being used in Japan. Integ...
about 1 month ago in RAM Connection 0 Needs review

Beam Elevation Adjustment on Column

I am designing a horizontal column-beam-brace connection where one beam is a W12 section and the other is a W8 section. Due to field conditions, I cannot adjust the beam elevations to align at the column. Given this, we should be able to modify th...
3 months ago in RAM Connection 0 Needs review

HSS beam to Wide Flange column

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 ...
9 months ago in RAM Connection 0 Needs review

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.
over 1 year ago in RAM Connection 0 Planned

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...
about 1 year ago in RAM Connection 0 Planned