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.

In this version, each joints are designed after they are selected as per each type but too many case should be designed manually. Interface of RAM is great but it takes much time to input all the data of joints. Suggested as below; 1. Joint grou...

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

RAM connection is not having an option to design the thru bolt connection - baseplate is connected to the concrete with thru bolt. Instead of post anchor and preinstalled anchors, sometimes it is needed to use thru bolt connection. Please find the...

See attached files.

Currently, if you select a beam in the Steel Beam Module, select a new size, click Analyze, and then click Update Database, that size is permanently attached to the member (i.e. frozen). However, if you select a beam, click Optimize, and then clic...

For bolted flange plate beam-to-girder configurations, RAM currently uses a bolted flange plate only at the top flange, and shows a CJP weld for the bottom flange to girder web. We often will use flange plates at BOTH beam flanges. It would be gre...

We often use directly-welded moment connections, with beam flanges that are full-pen welded to the supporting member. RAM Connection can do that for beam-to-column connections, but it would be great if you could add that connection for beam-to-gir...