We have the sum: \[1 + \frac{1}{2} + \frac{1}{3} + \frac{1}{4} + \frac{1}{5} + \frac{1}{6} + \frac{1}{7} + \frac{1}{8} + \frac{1}{9} + \ldots + \frac{1}{29} = \frac{N}{29!}.\]
First, let's rewrite the given expression using a common denominator.
The common denominator of the fractions from 1 to 29 is \(29!\), so:
\[\frac{29!}{29!} + \frac{14 \cdot 29!}{2 \cdot 29!} + \frac{29!}{3 \cdot 29!} + \frac{29!}{4 \cdot 29!} + \frac{29!}{5 \cdot 29!} + \frac{29!}{6 \cdot 29!} + \frac{29!}{7 \cdot 29!} + \frac{29!}{8 \cdot 29!} + \frac{29!}{9 \cdot 29!} + \ldots + \frac{29!}{29 \cdot 29!} = \frac{N}{29!}\].
Simplifying each fraction:
\[1 + 14 + \frac{1}{3} + \frac{1}{4} + \frac{1}{5} + \frac{1}{6} + \frac{1}{7} + \frac{1}{8} + \frac{1}{9} + \ldots + \frac{1}{29} = \frac{N}{29!}.\]
Now, let's find the sum of the fractions:
\[\frac{N}{29!} = 15 + \left(\frac{1}{3} + \frac{1}{6}\right) + \left(\frac{1}{4} + \frac{1}{8}\right) + \left(\frac{1}{5} + \frac{1}{10}\right) + \ldots + \left(\frac{1}{29} + \frac{1}{58}\right).\]
Notice that we have pairs of fractions within parentheses, where the second fraction is half of the first fraction.
This simplifies to:
\[\frac{N}{29!} = 15 + \frac{1}{2} + \frac{1}{2} + \frac{1}{2} + \ldots + \frac{1}{2}.\]
There are a total of 28 fractions in this form. So:
\[\frac{N}{29!} = 15 + 28 \cdot \frac{1}{2} = 15 + 14 = 29.\]
Now, to find the remainder when \(N\) is divided by 19, we will calculate \(29 \mod 19\): \[29 \mod 19 = 10.\]
So, the remainder when \(N\) is divided by 19 is \(10\).
Therefore, the correct option is(B): \(10\).
Let the number \((22)^{2022}\) + \((2022)^{22}\) leave the remainder \( \alpha \) when divided by 3 and \( \beta \) when divided by 7. Then \( (\alpha^2 + \beta^2) \) is equal to:}
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).
A 6 m \(\times\) 6 m square footing constructed in clay is subjected to a vertical load of 2500 kN at its centre. The base of the footing is 2 m below the ground surface, as shown in the figure. The footing is made of 2 m thick concrete. The ground water table is at a great depth. Considering Terzaghi's bearing capacity theory, the factor of safety of footing against the bearing capacity failure is ....... (rounded off to 2 decimal places).