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...

This will save time when checking typical base plate locations and identify when model/load changes affect the base plate acceptability.

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 ...

Section 2204.3 of the 2022 California Building Code requires anchor-bolt bending to be considered for shear transfer with a base-plate with oversized holes. Please add this check / design to 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...

There doesn't seem to be a way (at least not obvious) to add custom shapes and materials in the STAAD built-in Ram Connection. So if you have a custom connection like this then you must use the stand-alone. This is frustrating when you are using s...

We should have the ability to see at least what limit state or element of the connection is failing without having to open the results output, which is very slow and time-consuming. If we were provided a small list of elements/limit states, we cou...