In Ram concrete columns, there is often an error in the design of the columns which is due to the spacing of shear links whereas it is impossible to change the spacing manually, thus making all the columns design failing due to a shear links spaci...

When the camber of a beam brings the deflection criteria within parameters, the option to turn off flagging them as failed in report would be greatly appreciated. In a large job with several repetitive floors with cambered beams, there can be hun...

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

Please, add an option to select members by section type or material.

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...

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...

In the Column module, you should be able to assign HSS Column series to be checked (such as HSS5X5, HSS6x6, HSS7x7) similar to how you can assign a specific Wx column series to be checked.

As off now, RAM ignores the drop panel/thickening added locally when checking for punching shear.