Step 1: Understanding vertical curves.
In road design, vertical curves are used to provide smooth transitions between different road grades. There are two types of vertical curves:
- Sag curve: A concave curve where the grade changes from a negative to a less negative value or from a positive to a less positive value.
- Crest curve: A convex curve where the grade changes from a positive to a less positive value or from a negative to a less negative value.
Step 2: Evaluating the statements.
- Statement 1: \( +G_1 \) followed by \( +G_2 \) results in a sag vertical curve.
This is true. In a sag vertical curve, both grades are positive but the second grade \( G_2 \) is smaller than the first \( G_1 \), making the curve concave.
- Statement 2: \( -G_1 \) followed by \( -G_2 \) results in a sag vertical curve.
This is false. If both \( G_1 \) and \( G_2 \) are negative, it means the slope is descending throughout, and there's no change to create a curve. This would be a straight, descending path.
- Statement 3: \( +G_1 \) followed by \( -G_2 \) results in a crest vertical curve.
This is true. If \( G_1 \) is positive and \( G_2 \) is negative, the curve transitions from an upward slope to a downward slope, making it a crest curve.
Thus, the correct answer is (A): Statement 1 and Statement 3 are correct; Statement 2 is wrong.
\[
\boxed{\text{The correct option is (A).}}
\]
Consider a reinforced concrete beam section of 350 mm width and 600 mm depth. The beam is reinforced with the tension steel of 800 mm\(^2\) area at an effective cover of 40 mm. Consider M20 concrete and Fe415 steel. Let the stress block considered for concrete in IS 456:2000 be replaced by an equivalent rectangular stress block, with no change in (a) the area of the stress block, (b) the design strength of concrete (at the strain of 0.0035), and (c) the location of neutral axis at flexural collapse.
The ultimate moment of resistance of the beam (in kN.m) is ___________ (round off to the nearest integer).
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).

The most suitable test for measuring the permeability of clayey soils in the laboratory is ___________.
Consider the beam ACDEB given in the figure. Which of the following statements is/are correct:
