The sag correction for a tape is calculated using the formula:
\[C_s = \frac{w^2 L^3}{24P^2}\]
Where:
$C_s =$ sag correction,
$w =$ weight of the tape per unit length,
$L =$ length of the tape,
$P =$ applied pull.
Given:
Total weight of the tape = 12 N,
Length of the tape, $L = 100 \, \text{m}$,
Applied pull, $P = 10 \, \text{N}$.
The weight per unit length is:
\[w = \frac{\text{Total weight}}{\text{Length}} = \frac{12}{100} = 0.12 \, \text{N/m}.\]
Substitute these values into the formula:
\[C_s = \frac{(0.12)^2 (100)^3}{24(10)^2}\]
Simplify:
\[C_s = \frac{0.0144 \times 1000000}{24 \times 100}\]
\[C_s = \frac{14400}{2400}\]
Calculate:
\[C_s = 6 \, \text{m}.\]
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).