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RAM Connection

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RCnx - TGB connections - Enhancements for gusset geometry

Enhancement submitted on behalf of Conor Daly, from Jacobs Engineering Group. CS0223518 – PBI PRODUCT BACKLOG ITEM 1453001: I would like to request an option to manually adjust the width of the gusset. Right now, you can see in the attached that t...
about 1 month ago in RAM Connection 0 Needs review

RCnx - Add anchor-bolt bending for base-plate design for AISC.

Enhancement submitted on behalf of Larry R Brock Jr. CS0181629 - PBI PRODUCT BACKLOG ITEM 1408852: Section 2204.3 of the 2022 California Building Code requires anchor-bolt bending to be considered for shear transfer with a base-plate with oversize...
about 1 month ago in RAM Connection 1 Already exists

WT stem down directly bolted to the gusset

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

Circular column Base plate triangular stiffner

No description provided
about 2 months ago in RAM Connection 0 Needs review

Circular Column Base plate Stiffner

No description provided
about 2 months ago in RAM Connection 0 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 ...
about 2 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 ...
10 months 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...
4 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...
over 1 year ago in RAM Connection 0 Planned