Consider the beam ACDEB given in the figure. Which of the following statements is/are correct:
Let \( V_A \) and \( V_D \) be the vertical reactions at points A and D, respectively.
Using the moment equilibrium condition about point B:
\[ \sum M_B = 0 \]
We get:
\[ - V_D(4) + 4(2) + 2(6) = 0 \]
Solving for \( V_D \):
\[ V_D = 5 \, \text{kN} \]
Now, using the equilibrium of vertical forces:
\[ V_A + V_D = 5 \]
Substituting \( V_D = 5 \) kN:
\[ V_A = 0, \quad M_A = 0. \]
- At point A, the shear force is positive (+).
- At point B, the shear force is negative (−).
- The shear force remains constant in spans BC and CD.
- The bending moment at point A is zero.
- The bending moment is also zero in the spans AB and between C and D.
- The bending moment increases from C to D, then decreases towards point E.
Thus, the correct answers are (A) and (D).
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 ___________.
The figures, I, II, and III are parts of a sequence. Which one of the following options comes next in the sequence as IV?
For the beam and loading shown in the figure, the second derivative of the deflection curve of the beam at the mid-point of AC is given by \( \frac{\alpha M_0}{8EI} \). The value of \( \alpha \) is ........ (rounded off to the nearest integer).