Step 1: Identify weld throat thickness.
For a fillet weld of size $s = 8$ mm, the throat thickness is
\[
t = 0.7 \times s = 0.7 \times 8 = 5.6 \,\text{mm}.
\]
Step 2: Effective weld length.
From the figure:
- One vertical weld of length $50$ mm.
- Two horizontal welds, each of length $75$ mm.
Hence, total effective weld length = $75 + 50 + 75 = 200$ mm.
Step 3: Throat area of weld.
\[
A = \text{throat thickness} \times \text{effective length}
= 5.6 \times 200 = 1120 \,\text{mm}^2.
\]
Step 4: Load capacity.
Permissible shear stress = $120$ MPa = $120 \,\text{N/mm}^2$.
\[
P = \tau \times A = 120 \times 1120 = 134400 \,\text{N}.
\]
Step 5: Convert to kN.
\[
P = \frac{134400}{1000} = 134.4 \,\text{kN}.
\]
\[
\boxed{134.4 \,\text{kN}}
\]
Two soils of permeabilities \( k_1 \) and \( k_2 \) are placed in a horizontal flow apparatus, as shown in the figure. For Soil 1, \( L_1 = 50 \, {cm} \), and \( k_1 = 0.055 \, {cm/s} \); for Soil 2, \( L_2 = 30 \, {cm} \), and \( k_2 = 0.035 \, {cm/s} \). The cross-sectional area of the horizontal pipe is 100 cm², and the head difference (\( \Delta h \)) is 150 cm. The discharge (in cm³/s) through the soils is ........ (rounded off to 2 decimal places).

The most suitable test for measuring the permeability of clayey soils in the laboratory is ___________.
Consider the beam ACDEB given in the figure. Which of the following statements is/are correct:

The figures, I, II, and III are parts of a sequence. Which one of the following options comes next in the sequence as IV?
