Many times I will change one load, for example a seismic load which is palced at the Ridge. Then I have to reanalyze and redesign the entire model, every load case. There should be a way to analyze only the affected load cases and redesign only th...
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
7 months ago
in RAM Concept
2
Future consideration
Provide option for web panel plate by replacing existing member web plate to new web plate by using CJP weld at panel zone in MEP knee connection
This provision is useful in PEB buildings where all structural members are formed by using built-up plates. By using this option, we can avoid supplementary web plates uses in connections.
RAM SS- Remove deflection failure report for cambered beams
When the camber of a beam brings the deflection criteria within parameters, the option to turn off flagging them as failed in report would be greatly appreciated.
In a large job with several repetitive floors with cambered beams, there can be hun...
Apply different % composite rules for different members
We generally require a different minimum % composite for beams as opposed to girders. It would be beneficial to apply member specific rules, similar to how different deflection criteria is applied.
RCnx - TGB connections - Enhancements for gusset geometry
Enhancement submitted on behalf of Conor Daly, from Jacobs Engineering Group. CS0223518 – PBI PRODUCT BACKLOG ITEM 1453001: I would like to request an option to manually adjust the width of the gusset. Right now, you can see in the attached that t...
RCnx - Add anchor-bolt bending for base-plate design for AISC.
Enhancement submitted on behalf of Larry R Brock Jr. CS0181629 - PBI PRODUCT BACKLOG ITEM 1408852: Section 2204.3 of the 2022 California Building Code requires anchor-bolt bending to be considered for shear transfer with a base-plate with oversize...
I am wondering if there has been any progress on implementing 50% unbalanced snow loads for cantilevers. In a forum post from 2020, Seth Guthrie said that it was on the backlog ( https://communities.bentley.com/products/ram-staad/f/ram-staad-forum...
Updating Cracked Factors in Ram Modeler should not delete wall design groups/section cuts/rebar assignments in RAM Concrete Wall
Currently, if the user sets up wall designs in Ram Concrete Wall, updating the cracked factor in RAM Modeler deletes all Concrete Wall groups/section cuts/rebar assignments/etc stating that "the geometry of the wall was updated." This gets extreme...