Wondering what anyone's thought are on using 3 or 4 guy anchor locations for a tower. A few observations I have made:
- Commercial towers usually a 3 pattern.
- A four pattern will better support a tilt up tower side to side during erection. With a three pattern, you would either need temporary side supports or to tighten the two often as the tower is being tilted up.
- Then there is the obvious more/less material, more/less time toss up.....
Any other thoughs? Any of you use a three pattern? |
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