Quote:
Originally Posted by harryc
Oct 12
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I cannot remember the length of that #18 rebar
in the contract. But if its 15 feet [ looks like it to me ] with the add ons, its close to 220 pounds. That is defiantly a two man move.
# 18 is roughly 13.6 LBS per linear foot.
I know they can make them to 20 feet but these don't look that long. If it was a 20 footer it would be pushing 300 pounds.
It would be nice to know the length of them for general knowledge.