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Design of Welded Joints Questions and Answers

1.

A fillet welded joint is subjected to transverse loading F as shown in the figure. Both legs of the fillets are of 10 mm size and the weld length is 30 mm. If the allowable shear stress of the weld is 94 MPa, considering the minimum throat area of the weld, the maximum allowable transverse load in kN is

Two overlapping plates pulled apart by equal and opposite forces F, joined by a transverse fillet weld along the edge of each plate

Exam Year(s)

GATE ME - 2012,

Answer: C

The key's answer is 19.93 kN.

For a fillet weld with equal legs of size s, the minimum throat is \(t = s\cos 45^{\circ} = 0.707s\). The key's value comes from taking the stated weld length of 30 mm as the total length of weld resisting the load:

\[ \begin{aligned} A &= 0.707 \times 10 \times 30 = 212.1\ \text{mm}^{2} \\ F &= 94 \times 212.1 = 19\,937\ \text{N} \approx 19.93\ \text{kN} \end{aligned} \]

The figure shows a fillet along the edge of each plate. If each of the two fillets were itself 30 mm long, the throat area and the load would double, to about 39.9 kN, which is not among the options, so the question intends 30 mm as the whole length of weld.

Using the full leg size of 10 mm instead of the throat gives 28.2 kN, also not offered; the other options do not follow from the throat-area method.

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2.

A rectangular plate is perfectly welded to a gusset plate with parallel fillet weld joints as shown in the figure below. The length of the weld is \(l\) and the fillet weld leg size is \(h\). The allowable shear strength of the weldment is \(\tau_{all}\). A tensile force \(P\) is applied on the plate in a direction parallel to the length of the weld. Assuming the throat of the weld as the weakest section, the critical load is

A rectangular plate overlapping a gusset plate fixed to a wall, joined by two parallel welds along its top and bottom edges, with force P pulling the plate to the right

Exam Year(s)

GATE ME - 2026,

Answer: A

The critical load is \(\sqrt{2}hl\tau_{all}\).

The throat of a fillet weld with leg \(h\) is \(h\cos 45^{\circ} = h/\sqrt{2}\). Each weld resists shear over a throat area \(lh/\sqrt{2}\), and there are two parallel welds:

\[ \begin{aligned} P &= 2 \times \frac{hl}{\sqrt{2}}\,\tau_{all} \\ &= \sqrt{2}\,hl\,\tau_{all} \end{aligned} \]

\(hl\tau_{all}/\sqrt{2}\) is the capacity of one weld only. \(hl\tau_{all}\) and \(hl\tau_{all}/2\) do not correspond to two welds with throat \(h/\sqrt{2}\).

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