The Free 99 shed build

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bkfj40

Wishin i was in Wydaho
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Apr 5, 2002
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new erection, va
I'm pecking away at my wood shed/chicken coop build located behind my garage.

The basics: 22'x44' and monoslope metal roof.

Running costs:
1.5 pallets of quikrete (works out to be $175 per yard - see location)
20 stick rebar $152
$200 of misc angle
24 1/2" anchors
2 tubes Simpson AT adhesive $42
metal roofing $75 (contractor ordered wrong color)
3 tubes Simpson adhesive $$$free
6 W8x18 columns $$$free
15 metal bar joists 22' long $$$free
stick welder/generator $$$free (traded out services to rent it)
college kid labor $75 so far
child labor $25 so far (son of one of my employees)

Backstory:
We built our house out in the sticks in 2009 and I built a 32'x40' pole barn/garage at the same time. The last couple of years, I've been wanting somewhere dry to store wood, tractor, and a few other things. We heat with an outdoor woodstove, so I go through 10 -14 cords of wood a year.

Readymix or quikrete? - do to the small batch and the fact that we are located 45 minutes from the batch plant, I decided to just mix it. I have a concrete mixer and it can mix (3) 60 pound bags of quikrete at a time. It actually costs more to mix the bags yourself, but it also avoids some headaches as I figured we needed a little less than two yards for the footings.

Free 99? the purpose was to gain materials over a few years that had minimal cost. I own a structural engineering firm and keep my eyes open for building materials.
-The bar joists came from a children's museum that wanted to remove the second floor in an old department store.
-The columns came from a fabricator that we do quite a bit of work with and he had some out in his yard from an industrial client that he did some demo work for.
-Simpson adhesive to set the anchor rods came from the local simpson rep during a demo that he did.

pictures to follow...
 
Is it common to use WF shapes for columns?
 
This sounds like something I need. Can't wait for pics-----
 
Is it common to use WF shapes for columns?
Yes . A W-section makes a good choice for a column that sees a side load like those along an exterior wall that are subject to a wind load. They are even a better choice when they are free.
Cool project, Brian. Look forward to some pictures.
 
the holidays and the single digit temps put a little hault on the project. I hope that I can get some help later this week to set some more of the bar joists.
 
Is it common to use WF shapes for columns?

it is when they are free :)

we use wide flange columns quite often due to the ease of connections and availability of sizes. With that being said, pipe columns and HSS (aka tube columns) are common in applications with lower loads and when you need to fit the columns inside a 2x4 or 2x6 wood framed wall.
 

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