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mike

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22.6 - area

10.60 - D

105/8 - D

0.530 -Thickness web

1/2- thickness web

1/4 - thickness 2 web

10.190- width flange

101/40- width flange

0.870 thickness flange

7/8 thickness flange

75/8 distance T

11/2 Distance k

13/16Distance k1

Thats the one I would get.

Edited by 92xj
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Yeah, and you cant get a thickness of .755 which would be way over kill, to .290 which I think would work. But I would stay in the .340 to .605 range.

Sweet! Enough about work now, any big weekend plans anyone? I have a couple friends coming over to watch the game, the wife wants me to help her clean carpets saturday :bang:

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Sweet! Enough about work now, any big weekend plans anyone? I have a couple friends coming over to watch the game, the wife wants me to help her clean carpets saturday :bang:

I just pooped all that out. Its a real I-beam and I would have no problems using it, but I dont know your codes, so research before you put that in any bid or document and for sure dont cite my name!!!

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Sweet! Enough about work now, any big weekend plans anyone? I have a couple friends coming over to watch the game, the wife wants me to help her clean carpets saturday :bang:

Wedding tomorrow during the day, date in the evening. Oh yeah, no work tomorrow either, nice!!!

Saturday chase after some stealhead and sleep.

Sunday, fix a wall in the house and relax. This will be the first weekend since Oct 15th that I have not got up at 2am to go duck hunt. I am looking forward to sleeping mostly.

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I just pooped all that out. Its a real I-beam and I would have no problems using it, but I dont know your codes, so research before you put that in any bid or document and for sure dont cite my name!!!

I figure I will have the place I order them from engineer it for me, I think they do it as a service for buying from them if I remember right. I haven't ordered a beam in awhile

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