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...

It looks like RAM Concept uses an approximate method per Table 22.5.8.2 for calculating Vc and does not use the alternative option Vc per 22.5.8.3. There are cases where the shear capacity per 22.5.8.3 is less than the approximate method Per Tabl...

Pretty self explanatory. Allow the user to convert a construction grid to a primary gird element. Grids are constantly changing throughout the design process due to requirements for columns to shift/etc. The tools for modifying primary grid system...

Hi Karl, I hope this message finds you well, can you please incorporate a feature where we can perform some basic artimatic operations when inputting the values in the tab?. Kind regards, AG

Being able to create custom load combos using the API would be extremely useful if there was an option to specify which plans to generate along with each combo (stress, force, deflection, reactions, soil bearing). Having to create the plans manual...

In ACI 318-19, they added a maximum spacing between stirrup legs in beams. I think the program bars generated in RAM concept should increase the number of legs to meet this criteria.

Add torsional design to concrete beams to meet ACI requirements for seismic design.