Step 1: Understanding the bearing formula. The bearing of a line from point \(A(x_1, y_1)\) to point \(B(x_2, y_2)\) is given by: \[ \theta = \tan^{-1} \left( \frac{y_2 - y_1}{x_2 - x_1} \right) \]
Step 2: Substituting given values. Coordinates of \(A(100, 100)\) and \(B(50, 50)\), \[ \theta = \tan^{-1} \left( \frac{50 - 100}{50 - 100} \right) = \tan^{-1} \left( \frac{-50} {-50} \right) = \tan^{-1} (1). \]
Step 3: Identifying the quadrant. Since both differences are negative (\(x_2 - x_1 <0\) and \(y_2 - y_1 <0\)), the line lies in the third quadrant. Thus, the angle in the third quadrant is: \[ \theta = 180^\circ + 45^\circ = 225^\circ. \]
Reciprocal levelling is performed for points P and Q by placing the same levelling instrument at A and B. The observations of staff readings are tabulated as below.
If the Reduced Level (RL) of P is 115.246 m, then the true RL of Q, in m, is _______ (rounded off to 3 decimal places)
Match the source of error with the corresponding correction in surveying with steel tape.
A closed-loop system has the characteristic equation given by: $ s^3 + k s^2 + (k+2) s + 3 = 0 $.
For the system to be stable, the value of $ k $ is: