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.

Implementation of ACI 318-14 code in concrete design for anchor design in Ram connection (In Design of Base Plate) due to client However, the software tool supports only for the code ACI 318-08 , ACI 318-11 and ACI 318-19 . Need STAAD Version whic...

I would like to request that you make an option available to make the units for the bar presentation different from the units that I work with in plan. I tend to work with inches when I am adjusting the geometries of slabs and bars because working...

When viewing wall stresses in RAM Frame, I would like the ability to set the lower bound above 0. This allows me to set a pass/fail stress test. For example, if I’m interested in 0.163 ksi (which I am), I want to set the upper AND lower bound to 0...

Hi Karl, I hope this message finds you well, can we have an option to see the wall reaction in kN/m instead of just kN?

As far as I am aware, RSS does not track the load transfer when a wall is sitting on a one-way deck without a supporting beam or wall directly below. The loads from the wall above the deck is "lost". My firm does a lot of multi-family construction...

Please Incorporate the Splice Connections consider the seismic provisions from AISC 341-10 codes in RAM connection software. This will be very useful for High seismic zone.

99% of the details I have seen for vertical x-bracing shows one member continuous. I design a lot of connections for a steel fabricator and I am always required to perform a hand calc or 2 ram connection calcs with one being the horizontal X-brace...

Add Fixed end beams to the gravity beams for design.

Provide a features similar to RAM SS for the auto application of Lateral loads within RAM Elements