Problem 14.3.A A 4 × 4 × ½-in. angle of A36 steel is to be welded to a plate with E 70 XX electrodes to develop the full tensile strength of the angle. Using %-in. fillet welds, compute the design lengths for the welds on the two sides of the angle, assuming development of tension on the full cross sec- tion of the angle. A=3.75 inch2 L1= 10.94" L2 = 5.09" IF only connected leg, L=7.7"; 4.75 each side

Elements Of Electromagnetics
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Problem 14.3.A
A 4 × 4 x 2-in. angle of A36 steel is to be welded to a plate with E 70
XX electrodes to develop the full tensile strength of the angle. Using
%-in. fillet welds, compute the design lengths for the welds on the two
sides of the angle, assuming development of tension on the full cross sec-
tion of the angle.
A=3.75 inch2
L1= 10.94"
L2 = 5.09"
IF only connected leg, L=7.7";
4.75 each side
Transcribed Image Text:Problem 14.3.A A 4 × 4 x 2-in. angle of A36 steel is to be welded to a plate with E 70 XX electrodes to develop the full tensile strength of the angle. Using %-in. fillet welds, compute the design lengths for the welds on the two sides of the angle, assuming development of tension on the full cross sec- tion of the angle. A=3.75 inch2 L1= 10.94" L2 = 5.09" IF only connected leg, L=7.7"; 4.75 each side
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