Adding tendons shop drawing chairs (each 1m or any distance specified by the user) will be very effective and useful for users and for bentley, all other softwares for PT design have now tendons shop drawing this will make a big disadvantage for r...

It would be very useful to be able to calculate the deflection of fixed-end composite beams in RAM Beam.

Please add an option in RAM Modeler > Layout > Foundations > Mat > Geometry to "Change Polygon". Currently, the only option is to "Modify Coordinates". It would be much faster to have a GUI that lets users snap to grid or construction ...

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...

Could we get the option for other than rectangular openings in shells? Round openings in particular would be very helpful, especially in an FEA program where sharp corners create large stress concentrations that may not even be present when many o...

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

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...

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...

RAM concrete ignores out-of-plane shear stress less than 0.000050 ksi. Allow us to increase this threshold or ignore it entirely. I'm still getting walls flagged for 0.2 kips of out-of-plane shear in a 10' wide by 26" thick wall.

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...