Thanks Ron.
I appreciate the input. Im assuming that the loss of material in the beam is disregarded due to the bolt material itself adding to the overall rigidity. Does this seem appropriate?
Pete
Hello,
I am trying to design the fastening mechanisms for a 30 ft tower. The square tower is to be welded to an L channel or bracket which will be bolted then to a concrete base. I am wondering if modeling this "bracket" as a beam is unjustified due to the fact that it is very short and has...