Apr 24, 2007 · I AM MODELLING STEEL FRAME (AISC ASD), RUNNING ONE MODEL WITH SAME SECTION DIVIDED AT NODE, AND ANOTHER MODEL WITH ONE LONG SECTION, …

Mar 26, 2011 · RAM Elements does not have an inactive member command. There is quite a lot you can do with member hinges (releases), but the member properties are always used for all …

Oct 8, 2012 · Does anyone out there have experience with RAM Elements (formerly RAM Advanse)? I need to purchase new structural software and am considering RAM Elements. I …

Jun 8, 2012 · For those of you that have used BOTH Ram Elements(Advanse) and Risa 3D, which do you prefer and why. Is there anything you can do with Risa 3D that you cannot do …

Jul 18, 2006 · Is there a simple way to define the section properties of a built-up member that is not defined in the tables? I found in Chapter 15 of the manual that you can make new sections …

Mar 7, 2022 · RAM Elements is one of the cheaper options it is also pretty easy to learn and comes with some nice one off calculation modules. Does your firm use Revit? If so see if you …

Aug 7, 2017 · Hi, I got confused about the RAM steel cantilever function. Is there any one who can explain this to me? When shall I use extension and when should I use stub? Thanks a lot,

Jan 15, 2009 · Version 11 of Elements revised how unbraced lengths (Lb, L33, L22) were input. The sum of unbraced lengths must now match the totla length of the segment. This is very …

Mar 3, 2011 · I have some issues with my Elements models where I can define my load areas, and distribute the loads to the members correctly. In some instances, however, when I add …

Feb 21, 2024 · Forgive me, another silly question. What do you put for beam unbraced length, a very simple example, a 20' roof beam with metal deck on top. What do you put for(Lb pos, Lb …