A prismatic steel beam is shown in the figure. 
The plastic moment, \( M_p \) calculated for the collapse mechanism using static method and kinematic method is
In structural analysis, the plastic moment \( M_p \) is the moment at which a section of the beam yields, and it is calculated for the collapse mechanism. The plastic moment can be calculated using either the static method or the kinematic method: - Static Method: This method involves using equilibrium equations and the condition for plastic hinge formation in the structure. For a prismatic steel beam with a point load \( P \) applied at the center, the plastic moment \( M_p \) is calculated as: \[ M_{p,static} = \frac{2PL}{9} \] - Kinematic Method: This method involves using the work-energy principle, and for the same beam configuration, the plastic moment calculated using the kinematic method is: \[ M_{p,kinematic} = \frac{2PL}{9} \] Since both methods yield the same result, the plastic moment calculated using the static method equals the plastic moment calculated using the kinematic method. Therefore, the correct answer is (C).
Final Answer: \( M_{p,static} = \frac{2PL}{9} = M_{p,kinematic} \)

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:
