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Home > Archive > Home Repair forum > February 2008 > Concept in concrete
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Concept in concrete
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| SteveB 2008-02-27, 5:25 pm |
| I need to pour three anchors (I'll call them that) for a 32' long x 12" wide
lean to metal awning. The frame will be made of 14 ga. 8" and 6" C purlin
materials. Covered by 26ga. steel sheets. Corners 3" x 3" x .120" posts.
Three posts will go on an existing slab, the top purlin will be attatched to
the house. At the downhill edge, I will have the three posts that Ill need
anchoring.
I have caliche there. I do not want to spend the time and money
jackhammering out caliche. So, I want to form and pour concrete. I would
like to make it square, and to a dimension that will allow it to be tiled in
most any configuration of 6" multiples.
In your expert estimation, how much mass do you think I would need to act as
these anchors? I was thinking of 12 cubic feet, a 3' square with a 3' tall
square or Snotube column coming up the steel to stave off rust at ground
level.
They will also be two staged, that is a small cube sitting on top of a
larger one, or a Sonotube going down into a larger diameter base. I really
don't want them to come up too high, so will probably go with the two step
idea. It will have rebar throughout, and the rebar will be welded to the
legs in the concrete.
My Pocket Ref does not give approximate weight of dried concrete per cubic
foot.
TIA
Steve
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| BobK207 2008-02-27, 5:25 pm |
| On Feb 27, 2:04 pm, "SteveB" <meagain@rockvilleUSA> wrote:
> I need to pour three anchors (I'll call them that) for a 32' long x 12" wide
> lean to metal awning. The frame will be made of 14 ga. 8" and 6" C purlin
> materials. Covered by 26ga. steel sheets. Corners 3" x 3" x .120" posts.
> Three posts will go on an existing slab, the top purlin will be attatched to
> the house. At the downhill edge, I will have the three posts that Ill need
> anchoring.
>
> I have caliche there. I do not want to spend the time and money
> jackhammering out caliche. So, I want to form and pour concrete. I would
> like to make it square, and to a dimension that will allow it to be tiled in
> most any configuration of 6" multiples.
>
> In your expert estimation, how much mass do you think I would need to act as
> these anchors? I was thinking of 12 cubic feet, a 3' square with a 3' tall
> square or Snotube column coming up the steel to stave off rust at ground
> level.
>
> They will also be two staged, that is a small cube sitting on top of a
> larger one, or a Sonotube going down into a larger diameter base. I really
> don't want them to come up too high, so will probably go with the two step
> idea. It will have rebar throughout, and the rebar will be welded to the
> legs in the concrete.
>
> My Pocket Ref does not give approximate weight of dried concrete per cubic
> foot.
>
> TIA
>
> Steve
~150 lbs/ cubic ft
Some comments.......
wind uplift forces on your awning
I'm not a big fan of welding rebar...usually too much carbon.
How about "after pour" drilled & epoxied studs or threaded inserts
cheers
Bob
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| > My Pocket Ref does not give approximate weight of dried concrete per cubic
> foot.
About 2/3 cu. ft. per 80 lb. premixed concrete bag. So its about 120 lb. /
cu. ft.
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| SteveB 2008-02-27, 9:25 pm |
|
"BobK207" <rkazanjy@gmail.com> wrote in message
news:f87520c7-ab64-4954-a730-0c4aa4866461@e25g2000prg.googlegroups.com...
> On Feb 27, 2:04 pm, "SteveB" <meagain@rockvilleUSA> wrote:
>
> ~150 lbs/ cubic ft
>
> Some comments.......
>
> wind uplift forces on your awning
>
> I'm not a big fan of welding rebar...usually too much carbon.
>
> How about "after pour" drilled & epoxied studs or threaded inserts
>
> cheers
> Bob
It's all in the planning stage right now, and I did find the 150# figure in
my pocket ref when looking under weight of materials. 1800# (12 x 150) x 3
should hold down most anything. I do like your idea about the bolting,
though. I could even use threaded J bolts on a plate, and that would give a
little adjustment. Then build a cover for the base/bolt assembly.
I was pleasantly surprised today when my steel man came back with a price of
HALF what I had figured, and that's cut and delivered on site.
Steve
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| hallerb@aol.com 2008-02-28, 9:25 am |
| On Feb 27, 5:04=EF=BF=BDpm, "SteveB" <meagain@rockvilleUSA> wrote:
> I need to pour three anchors (I'll call them that) for a 32' long x 12" wi=
de
> lean to metal awning. =EF=BF=BDThe frame will be made of 14 ga. 8" and 6" =
C purlin
> materials. =EF=BF=BDCovered by 26ga. steel sheets. =EF=BF=BDCorners 3" x 3=
" x .120" posts.
> Three posts will go on an existing slab, the top purlin will be attatched =
to
> the house. =EF=BF=BDAt the downhill edge, I will have the three posts that=
Ill need
> anchoring.
>
> I have caliche there. =EF=BF=BDI do not want to spend the time and money
> jackhammering out caliche. =EF=BF=BDSo, I want to form and pour concrete. =
=EF=BF=BDI would
> like to make it square, and to a dimension that will allow it to be tiled =
in
> most any configuration of 6" multiples.
>
> In your expert estimation, how much mass do you think I would need to act =
as
> these anchors? =EF=BF=BDI was thinking of 12 cubic feet, a 3' square with =
a 3' tall
> square or Snotube column coming up the steel to stave off rust at ground
> level.
>
> They will also be two staged, that is a small cube sitting on top of a
> larger one, or a Sonotube going down into a larger diameter base. =EF=BF=
=BDI really
> don't want them to come up too high, so will probably go with the two step=
> idea. =EF=BF=BDIt will have rebar throughout, and the rebar will be welded=
to the
> legs in the concrete.
>
> My Pocket Ref does not give approximate weight of dried concrete per cubic=
> foot.
>
> TIA
>
> Steve
will a gasoline post hole digger get thru caliche? just curious i am
from pittsburgh theres none around here. might be easier than
jackhammering
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| BobK207 2008-02-28, 1:25 pm |
| On Feb 27, 6:53 pm, " Frank" <norep...@nothome.net> wrote:
>
> About 2/3 cu. ft. per 80 lb. premixed concrete bag. So its about 120 lb. /
> cu. ft.
Actually the number commonly used for estimating reinforced concrete
weight is typically 150 lbs/ cubic ft. It's slightly on the high side
but that's pretty much what people use for "normal weight" concrete.
Your number of 120 is approaching the range of light weight concrete &
is low for "normal weight" concrtete for two reasons......
an 80 lb bag only yields .6 cu ft (per mfr's info) & you forgot the
water
http://www.quickrete.com/PDFs/SPEC_DATA-ConcreteMix.pdf
the "real" number is probably closer to 140 but 150 is what everyone I
know uses.
cheers
Bob
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| On Thu, 28 Feb 2008 04:58:20 -0800 (PST), "hallerb@aol.com"
<hallerb@aol.com> wrote:
>will a gasoline post hole digger get thru caliche? just curious i am
>from pittsburgh theres none around here. might be easier than
>jackhammering
No! Now way. Caliche (mineral) can add 10-20k for a pool install in
our desert. Not easy work and very expensive to those not familiar.
Big machines!
The cost is what is below ground ...trying to get through this stuff.
... cite:
http://en.wikipedia.org/wiki/Caliche_%28mineral%29
--
Oren
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