Hello, I have modeled a tower with one panel configuration of XH1 and discontinuous X bracing (XDISC) Upon reveiwing the detailed report, the results shows cross brace capacity being checked taking the tension in the other member into consideration…

I can find anywhere in the GUI on where to apply existing tilt on tower. Do I change the nodes manually, if yes, where?

Hi, Can anyone help assist with unbraced length factor for member in MS towers. For example, I have a K brace configuration having a sub brace of 50% inplane and local axis while unbraced the entire length out of plane. Due to the presence of the…

How to make Wind Load ignore Cross arm like this picture?

Currently I am planning to add bolt connection to the lattice tower model that I had built. I have defined the bolt type to be used, however I do not know how I can apply the connection using specified bolt to my model.

Where can I find ancillary libraries for MS Tower for Argus/Commscope, RFS, Andrew antennas?