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).
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).
A one-way, single lane road has traffic that consists of 30% trucks and 70% cars. The speed of trucks (in km/h) is a uniform random variable on the interval (30, 60), and the speed of cars (in km/h) is a uniform random variable on the interval (40, 80). The speed limit on the road is 50 km/h. The percentage of vehicles that exceed the speed limit is ........ (rounded off to 1 decimal place).