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...
RAM Connection should have the capability to design any kind of joints
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.
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 ...
over 1 year ago
in RAM Elements
5
Future consideration
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...
Early Age Strength Checks for Temporary Loading during Construction
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 ...
11 months ago
in RAM Concept
0
Future consideration
0
Needs review