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W10x15 Reinf.

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XR250

Structural
Jan 30, 2013
6,003
Need to double the Ix on this W10x15.
Do y'all think i can get a fillet weld in there or should I maybe try plug welds?
Any better ideas?

W10_ztnrme.png
 
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No chance on a good fillet. What are you constraints around the beam? I'm guessing a plate on the bottom flange and angles (one toe fillet welded to the bottom of the flange, the other to the web to make a pair of boxes) is a no go?
 
I have don't have too many constraints. Are you talking about reinf. the bottom flange only or are the angles on the top flange?
 
You get pretty close with back to back MC6X18s, and a little more room to get an electrode in there.
 
Honestly, I could thru bolt this. A mag drill would make short work of it and it would be safer than welding inside of a house.
 
angles for the top flange (assuming something is sitting on it), plate for the bottom flange. Doubling the Ix may be a big ask of that, though.
 
Good point, kipfoot
 
Just sent it to 2 steel fab friends of mine. One said he could get a decent weld. The other said drill it and thru bolt.
I agree that getting a decent weld would be challenging, but to be fair, the demand ain't too high
 
phamENG said:
angles for the top flange (assuming something is sitting on it), plate for the bottom flange. Doubling the Ix may be a big ask of that, though.

Ahh, got it - thanks.
 
With everything on the same CL (no shear flow), I'd lean towards bolting if there's no extenuating circumstances.
 
I like bolting if there's no resistance to that.

You could also double Ix with 1" diameter rods and pretty conventional welding.

C01_agqbht.png
 
I like that detail. Just talked to the contractor. Thinks bolting would be preferred. Thanks for all the help.
 
I would try the channels located at the top and bottom flange of the W section . Typical compound beam sections picture from (Steel Structures Design and Practice by Narayanan )

built_up_compound_beams_yyw0b7.jpg








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