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Posted on 12/22/14 at 8:38 am to VanRIch
Found some info Higgins Company
Posted on 12/22/14 at 8:48 am to bbvdd
Probably what I'll end up doing. Just thought it would be nice to use some old timber for beams and post.
Posted on 12/22/14 at 2:00 pm to stamant70774
quote:
Not from a single beam. Split between 4 beams
I assume the beams will be running across the width not the length. even if it is 1000 lb load that would be 250 lbs per beam distributed across whatever the distance between poles would be.
you can use the calculations on this page to see what you will need. LINK
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