It is already widely used

I have few members of a structure frame that were oriented 90 degree using Beta Angle. However, this applied Beta Angle no more works in RAM connection when I try to design a connection in STAAD RAM connection.

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.

ram standalone has reports, etc updated yet that is not available within Ram when you work directly within staad...why not? Current report formatting for Ram is awful

Lifting lugs and cap plates are always needed for modular design which is done within Staad + Ram Connection...these are standard type of connections and their design should be accommodated within the programs vs having to use other programs to do...

I believe it would be beneficial to incorporate stiffeners into skewed angled shear connections to enhance their strength and stability. Implementing this adjustment could improve performance and overall structural integrity.

Below is a list of thoughts about lateral point(nodal)/line loads. Incorporating any of the below ideas would be helpful. 1. Allow the user to apply lateral line loads as well as lateral point(nodal) loads. 2. Allow the user to apply lateral point...

I am currently designing a horizontal column-beam-brace connection where one beam is a W12 section and the other is a W8 section. I would like to design the gusset plate using a bolted flange connection. However, I have noticed that the software c...

See attached files.