The fineness modulus (FM) of an aggregate sample is calculated by summing the cumulative percentage weight retained on the sieves and dividing by 100. The formula is:
\[ {Fineness\ Modulus} = \frac{\sum {percentage\ cumulative\ weight\ retained}}{100} \]
We are given the cumulative percentages for each sieve size as follows:
Thus, the fineness modulus is calculated as:
\[ FM = \frac{30 + 65 + 80 + 100}{100} = 3.75 \]
Therefore, the fineness modulus of the sample is 3.75, which corresponds to option (A).
Consider the frame shown in the figure under the loading of 100 kN.m couples at the joints B and G. Considering only the effects of flexural deformations, which of the following statements is/are true:
A steel beam supported by three parallel pin-jointed steel rods is shown in the figure. The moment of inertia of the beam is \( 8 \times 10^7 \, {mm}^4 \). Take modulus of elasticity of steel as 210 GPa. The beam is subjected to uniformly distributed load of 6.25 kN/m, including its self-weight. The axial force (in kN) in the centre rod CD is ......... (round off to one decimal place).
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).
In levelling between two points A and B on the opposite banks of a river, the readings are taken by setting the instrument both at A and B, as shown in the table. If the RL of A is 150.000 m, the RL of B (in m) is ....... (rounded off to 3 decimal places).