I am working on designing modifications to an existing self-support tower that has truss legs.
I am trying to figure out how to analyze the modified truss leg in TNX.
I am planning on using a part manufactured by SitePro1 - tie-rod bracket with 2" std. pipe.
Any help would be greatly appreciated.
Thanks.
I am trying to figure out how to analyze the modified truss leg in TNX.
I am planning on using a part manufactured by SitePro1 - tie-rod bracket with 2" std. pipe.
Any help would be greatly appreciated.
Thanks.