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HSS welded to HSS 6

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McMichael05

Structural
Joined
Mar 4, 2020
Messages
34
Location
US
Need some help in determining if this connection adequate for the given loading. Its a HSS6x6x1/4 beam welded to another HSS6x6x1/4 beam. Calls for a 3/16 fillet weld around the whole member. Has a constant shear of 4.5k and a torsion of 0.365k-ft. Having a hard time determining the required depth of the weld needed. Any help would be appreciated. Thanks
JDH_scans_20200304_095442_bdyqhp.jpg
 
pham,

I don't think he makes into knife blade but does shape it some. Don't know if it is pre-qualified in that case.
 
You’re asking what weld size should be called out? Check a fillet and a flare bevel. What’s the problem?
 
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