So I am building this fence on the side of my house and this idea looked good in my head but now looking at it I dont know if my bracing is going to cut it. The big steel post on the right is 4x4 .25 wall sunk 3 feet deep with 2 4 foot outriggers in the closed and open positions. Its all sunk and 28 80 pound bag of concrete and rebar. I dont thing its going to move. The problem I am concerned with is the gate. I would really like to be single swing with no wheel but I dont know if I am going to be able to pull it off because of the distance of the span which is right at 13 feet. The gate is self it built out of 1x3 11ga steel tube and the current braces are 1x3 14ga.
If it were you how would you build you bracing on this? All the current braces are only tacked in and I am thinking about changing them up to the drawing I have attached. The red lines would be the new steel braces and the green line a cable and turn buckle.
If it were you how would you build you bracing on this? All the current braces are only tacked in and I am thinking about changing them up to the drawing I have attached. The red lines would be the new steel braces and the green line a cable and turn buckle.