A 4 x 4 x ½ - in. angle of A36 steel is to be welded to a plate with E70XX electrodes to develop the full tensile strength of the angle. Using 3/8-in. fillet welds, compute the design lengths for the welds on the two sides of angle, assuming development of tension on the full cross section of the angles.   GIVEN:   A = 3.75 in2 L1 = 10.94” L2 = 5.09”   IF only connected leg, L = 7.7”; 4.75 each side

Structural Analysis
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Chapter2: Loads On Structures
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A 4 x 4 x ½ - in. angle of A36 steel is to be welded to a plate with E70XX electrodes to develop the full tensile strength of the angle. Using 3/8-in. fillet welds, compute the design lengths for the welds on the two sides of angle, assuming development of tension on the full cross section of the angles.

 

GIVEN:

 

A = 3.75 in2

L1 = 10.94”

L2 = 5.09”

 

IF only connected leg, L = 7.7”; 4.75 each side

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