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 ability in the tilit-up module to apply concentrated (vertical and out-of-plane) loads at locations in-between supports of the walls.

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 ...

Within the concrete column view update, the following improvements to be implemented - Display the story name (i.e. PH Roof) instead of just story number, including the size. The ability to change the size and even define new sizes (e.g. 18x36, 18...

This could be a little complicated but would be extremely useful in cases where we have multiple transfers and we need to make sure the members have desirable global deflections in addition to local.

In RAM Modeler, the Layout>Slab>Slab Penetration Layout dialog box is not adjustable - it would be beneficial to be able to make this view different sizes when you work on a project with a large amount of slab penetrations. For example the a...

There is only an option of inserting cantilever length or provide X or Y intercept for beam extension. It would be useful to have an option of selecting an end point like stubs.

When using the RAM Concept module within RAM Structural System, the program forces you to use the default layers and settings in RAM Concept. However, if you have a heavily customized template for Concept, there's no way to apply it to the level e...