Sometimes connections are largely customized and when they required for any reason to be repeated in a different model, it is required to customized again. It would be useful to once a connection is completed we could have an option to create a te...

Enhancement submitted on behalf of John Gruber. CS0134441 - PBI PRODUCT BACKLOG ITEM 1526907: NDS Cr values for assemblies. My member I was analyzing is 4-2x12. Therefore, there are four 2” nominal thickness members and are more than three members...

It becomes difficult when there is no template that can apply to joint for connection design. For instance, I have I-section column and hollow rectangular section beam. There is no template that can design such kind of joint.

Currently you can only export the end reactions to a report. It would be beneficial to be able to export the reactions at ever node (specifically to a text file) a long the wall for foundation design.

See attached files.

It has come to my attention that the program is using the Foundation base-soil friction coefficient to compute the passive pressure resistance when using Columb (it's using this to back calculate "delta"). To be frank, this is just wrong IMO. The ...

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

It is well documented that all slabs undergo a variety of loading combinations during construction when the concrete has not yet achieved its target design strength. In the UK this is commonly during the second and third weeks, following the slab ...

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.