Step 1: Define a base problem.
Let Problem~$P_1$ be the plate with side AB at $100^\circ$C and the other three sides at $0^\circ$C; let the center temperature be $T_0^\circ$C.
Step 2: Use symmetry to create four problems.
By symmetry, if instead we heat any single side (AB, BC, CD, or DA) to $100^\circ$C with the others at $0^\circ$C, the center temperature is the same $T_0^\circ$C for each case.
Step 3: Superposition.
Superimpose the four single-side-heated solutions. On the boundary, each side receives one contribution of $100^\circ$C and three of $0^\circ$C, so every side becomes $100^\circ$C.
Thus the superposed boundary condition is all four sides at $100^\circ$C.
Step 4: Center temperature for the superposed problem.
For Laplace's equation with all boundaries at $100^\circ$C, the steady-state solution is uniform: $T(x,y)\equiv 100^\circ$C throughout the plate. Hence the center temperature is $100^\circ$C.
Step 5: Relate to $T_0$.
Temperatures add under superposition, so the center temperature of the superposed problem equals $T_{\text{center}}=T_0+T_0+T_0+T_0=4T_0$.
Therefore, $4T_0 = 100 \Rightarrow T_0 = 25^\circ$C.
\[
\boxed{T_0 = 25.00^\circ\text{C}}
\]
Consider a reinforced concrete beam section of 350 mm width and 600 mm depth. The beam is reinforced with the tension steel of 800 mm\(^2\) area at an effective cover of 40 mm. Consider M20 concrete and Fe415 steel. Let the stress block considered for concrete in IS 456:2000 be replaced by an equivalent rectangular stress block, with no change in (a) the area of the stress block, (b) the design strength of concrete (at the strain of 0.0035), and (c) the location of neutral axis at flexural collapse.
The ultimate moment of resistance of the beam (in kN.m) is ___________ (round off to the nearest integer).
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:
