This provision is useful in PEB buildings where all structural members are formed by using built-up plates. By using this option, we can avoid supplementary web plates uses in connections.

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...

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...

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 ...

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 ...

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.

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...

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...