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Posted by Bobk207 on July 25, 2006, 3:26 am
Alpha One wrote:
> The wall will be a retaining wall in my backyard. I intend to use three 3/4
> in. rebars orizontaly and vertical ones spaced 2 ft or so apart, plus two
> 3/4 in. rebars in the footing. Nothing will be on the top of the wall. The
> soil underneath on one side is rock for a distance of about 25 ft at a dept
> of about .75 to 1 ft, and the other 31 ft is soil never moved. The footing
> will be 24 in. wide, maybe more, by 12 in. deep.
> The dirt behind the wall is dry and will be about 5 in. below the top od the
> wall and it goes flat from there. There is no drive way or anything else on
> it, just grass. I intend to use gravel and a pipe plus cloth for drainage.
> The wall's hight over the rocky side will be about 3.5 ft. (from the rock to
> the top of the wall). The rest of the wall, starting right after the rock
> will be 4.5 ft. from the bottom of the footing to the top of the wall and
> at the other end will be 3 ft, also from the bottom of the footing to the
> top of the wall.
Your design is "somewhat" close but IMO #6 bars are way too big & the
distribution needs a little work. Footing needs to be wider & needs to
have some distributed rebar in it.
checkout
http://www.fairfaxcounty.gov/dpwes/publications/retainingwall/sheet07.pdf http://www.sonoma-county.org/prmd/docs/handouts/bpc-016.pdf
& adjust your design accordingly
cheers
Bob
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