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Old 07-19-2011, 02:30 AM
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A36 is the most common and readily available steel grade used in structural fabrication.

If it is possible go with 2 mid supports splitting the tank length into 3rds.
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Last edited by The Grizz; 07-19-2011 at 02:33 AM.
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Old 07-19-2011, 02:47 AM
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Quote:
Originally Posted by The Grizz View Post
A36 is the most common and readily available steel grade used in structural fabrication.

In the states for the most part. A36 yield and tensile strengths (36K) are no where near what Canada uses or at least Saskatchewan. Tubing and beam are most often called with a 50K yield and bars with 44K.

Last edited by jorjef; 07-19-2011 at 02:52 AM.
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Old 07-19-2011, 03:31 AM
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Quote:
Originally Posted by jorjef View Post
In the states for the most part. A36 yield and tensile strengths (36K) are no where near what Canada uses or at least Saskatchewan. Tubing and beam are most often called with a 50K yield and bars with 44K.
Yes there is stronger steel out there but A36 is pretty common even here in Canada and you'll also have a hard time finding 1-1/4 in anything cold rolled, likely it will be hot rolled and at best A-36. Plus $20 says they have no idea what steel it is so for me to assume it's the strongest available would be pretty foolish. Anything you get from a local hardware store isn't anything special. Like I said before, without getting into too much detail that's what I came up with, take it for what it's worth to you.

Last edited by sphelps; 08-22-2011 at 08:13 PM.
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Old 07-19-2011, 03:49 AM
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A36 is common in plate and bar stock but you'll be hard pressed to find it in HSS so no sense recommending it to a guy looking for HSS to build a tank stand. 44W (or the Canadian version 300W) is sometimes available and 50W (Canadian 350W) is also sold in HSS stock. I wish I had a dollar everytime an Engineer specified a material grade/shape combination that doesn't exist.

This technical jargen doesn't mean a roll of beans to our guy that's looking to build a stand. I think it's safe to say whatever grade he buys as long as it's plenty thick and sized right (Grizz had it right with the 1.5 or 2" x .188 HSS) and has it welded true and square by someone that is a decent welder, there will be no issues. I've seen so many stands that the welding looked like a bird crapped on it, and they held (God only knows how) so the key is not to Engineer it to the minimum, overbuild it so there's no chance of it falling apart.
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Old 07-19-2011, 04:06 AM
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Wasn't recommending anything, just trying to answer the question at hand, will it hold.... What material? You tell me.
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Old 07-19-2011, 04:31 AM
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Sorry, not trying to be an ass. You obviously know your material. We probably took the thread away from its original intent just a little.

I would say the easiest way to deal with the stand design dilemma is to find a good welder leave it up to him or her. Most capable structural welders know their stuff so there should be no need of getting too technical. It will probably be overbuilt but that's not a bad thing.
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Old 07-19-2011, 01:39 PM
damtrees420 damtrees420 is offline
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Its getting built from a buddys welding shop so only cost 80$ so im not to conserned about the money as its already cheap i think ill tell him to go 1 1/2 if they have that in stock or add some supports thanks for the input i knew it was going to be close glad I checked before i had a tidle wave tank for a few min as the tank its self is a bit of a gamble made out of 1/2 glass but has been reinforced and has held water for over a week now in the garage
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Old 07-19-2011, 11:29 PM
claymax claymax is offline
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Are those popsicle grade or fudgsicle grade sticks? You might need some cross bracing in there, esp if you're gonna use a wavemaker
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