N.Meyer
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Posts posted by N.Meyer
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On 1/13/2020 at 9:59 PM, Joe Pro said:
I have a new 16"x16" spigoted truss from Tomcat that braceworks does not have yet. I have the engineering specs for 8' sections and hoping this will translate to using 5' and 10' sections also, but don't have my hopes up. I would love some guidance on what some of the vectorworks cross section data is referring to. Specifically, the brace design, circular or alternating????....not sure what "circular" vs "alternating" actually means. Also, which Moment of inertia (ie... moment of inertia of chord, "strong moment of inertia, by length" ( under global truss properties). Is there any clarification here? I have analyzed the previous picture you posted on this thread, but these questions remain.
Did you ever get this figured out? Im working with what I think is the same truss and having a hell of a time converting to truss that braceworks will recognize.
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@JustinVH What would it take to get this document?
Braceworks an working files?
in Troubleshooting
Posted
How are you accessing the project file? Are you downloading it from the web interface or through a finder window?