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Find the weld capacity of the stiffened seated connection shown below, using design tables (do not take any credit from the top flange angle).

 

Find the weld capacity of the stiffened seated connection shown below, using design tables (do not take any credit from the top flange angle). HSS14x14x B " nominal Use %4" for calculations to allow for length underrun W = 7" Bmax W/22 2%" W21x68 (2)%" Dia. A325-N W = seat width 3/8" L = 2'-0" 5" %/16 5%" L4x4x %6 Weld toe only %/16 5/16 or (2)%" Dia. A325-N Rx7x0-11" 5/65" Weld toe only P5x7x2'-0" fit to bear

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