Table 4.5.3 of the 1992 National Structural Code of the Philippines gives the allowable shear on the effective area of fillet welds as 0.30 times the nominal tensile strength of the weld metal.
Section 4.14.6.2 of the NSCP gives the following provisions ofr fillet welds:
1) The effective area of fillet welds shall be considered as the effective length times the effective throat thickness.
2) The effective area of fillet welds, except fillet welds in holes and slots, shall be the overall length of full-size fillet, including returns.
3) The effective throat thickness of a fillet weld shall be the shortest distance from the root to the face of the diagrammatic weld.
Section 4.17.3 of the NSCP gives the maximum size of fillet weld that may be used along edges of connected parts as:
1) Along edges of material less than 6mm thick, not greater than the thickness of the materials.
2) Along edges of material less than 6mm thick, not greater the thickness of the material minus 1.5mm, unless the weld is especially designated on the drawings to be built out to obtain full throat thickness.
Section 4.17.6 of the NSCP gives the minimum amount of lap on lap joints shall be 5 times the thickness of the thinner art joined, but not less than 25mm.
A double fillet welded lap joint is shown. The thickness of plate is 12mm. The nominal tensile strength of the weld metal is 550 MPa.
1) Which of the following gives the maximum size of the fillet weld?
2) Which of the following gives the capacity of the connection?
3) Which of the following gives the capacity of the connection?

Solution:
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