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Let's start by calculating tangent length, which is essential when setting out a circular curve. The formula we use is Tangent Length (T) = R * tan(Δ/2). Can anyone tell me what 'R' represents?
Is 'R' the radius of the curve?
Exactly! And Δ stands for the deflection angle. Now, if our radius (R) is 343.8 m and the deflection angle (Δ) is 32°, let's calculate T together.
So we would use T = 343.8 * tan(16°)?
Yes, that's correct! Calculate it out, please.
I calculated T to be approximately 98.58 m.
Well done! Remember: Tangent Length helps establish how far from the intersection point the curve begins.
Next, we will calculate the length of the curve (l). We use the formula l = πRΔ/180. Can someone explain how we would apply this formula?
We would need to substitute R and the deflection angle (Δ) into the formula.
Right! For our problem, R is 343.8 m and Δ is 32°. What’s our curve length?
So we have l = π * 343.8 * 32 / 180, which I calculated to be around 192.01 m.
Perfect! Knowing the curve length helps us plan for tracking the arc.
Now let's talk about calculating chainage. First, what is the chainage at the point of curve (T1)?
We need to subtract the tangent length from the chainage at the point of intersection.
Exactly! Can someone compute it if the chainage at the intersection is 1764 m?
If we subtract approximately 98.58 from 1764 m, the chainage at the point of curve (T1) would be 1665.42 m.
Correct! And how about the chainage at the point of tangency (T2)?
We would add the curve length to T1.
Exactly! So what is T2?
The calculation shows it's approximately 1857.43 m.
Great job! Chainage is crucial for marking positions along the curve in fieldwork.
Let's wrap up by calculating both the initial and final sub-chord lengths. Why do you think these are important?
They help ensure accurate positioning along the curve, right?
Exactly! The initial sub-chord (C1) is found by subtracting the chainage of curve from the next tangent.
And how do we find Cn?
Good question! Cn is calculated based on the chainage at the end tangent. Great teamwork in unraveling these calculations!
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In this section, we focus on Example 2.13, which provides a detailed solution for setting out a circular curve based on specific chainage and deflection angle parameters. The example highlights key steps, such as calculating tangent lengths, lengths of curve, and initial and final sub-chord lengths.
This section centers around Example 2.13, where two straights intersect at a chainage of 1764 m with a deflection angle of 32°. The radius of the curve is set at 50 m, and various calculations are conducted to derive necessary parameters for setting out the circular curve using the deflection angle method. Key calculations include:
The section emphasizes practical applications of these formulas and the importance of precise measurements in planning for curves in construction and civil engineering.
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Two straights intersect at a chainage of 1764 m with a deflection angle of 320, which are to be joined by a 50 curve. Work out the data required to set out a curve by the deflection angle method. Take length of chain as 30 m, peg interval at 30 m, and least count of theodolite as 20".
This problem presents a scenario where two straight lines (straights) intersect, creating a need for a curve to connect them smoothly. The key elements provided are the intersection point, the deflection angle, and the radius of the curve to be constructed. The lengths of the chain, interval distances for pegs, and the least count of theodolite are also mentioned as necessary instruments for measuring the curve's arc.
Imagine you are constructing a road that meets another road at an angle. Just like how you would need a smooth curve to connect both roads properly, in engineering, we also require calculations and tools to ensure this curve is designed and set out correctly for vehicles to transition smoothly.
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For a 30 m chain length, R = 1719 / Degree of curve of Degree = 343.8 m.
The radius (R) of the curve is determined based on the degree of curvature and the length of the chain used for measurement. The formula given indicates a relationship where the total length considered impacts the resulting radius. This shows the importance of understanding how measurements translate to physical dimensions in roadwork.
Think of measuring a large pie. The degree of curvature is like how curved the pie slice is, and the chain length is how long your measuring tape is. Both of these influence the size of the slice you can get, just as they affect how sharp or gentle the curve in a road will be.
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Tangent Length T= R tan Δ /2 = 343.8 tan 32 / 2 = 98.58 m.
The tangent length (T) is calculated using the radius (R) and the deflection angle (Δ). By using the trigonometric function tangent, this formula allows engineers to determine how far along the road needs to be flat before beginning the curve. This is important to establish proper transitions for drivers.
Consider riding a bike - you need to have a straight part before turning the corner so you don’t tip over. This tangent length is similar; it's the straight part before the curve where vehicles can stabilize before making the turn.
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Length of the curve (l) = π R Δ/ 180 = 343.8 * 32 π/ 180 = 192.01 m.
The length of the curve (l) is calculated using the formula which relates the radius of the curve, the deflection angle, and the mathematical constant pi (π). This equation provides the total distance of the curve along the path that vehicles will travel.
If you think of the curve as a circular track, the length calculation helps you figure out how long the track is around the circle. It’s similar to determining how far you have to run if you were racing around that curved track instead of on a straight path.
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Chainage at point of curve (T ) = Chainage at the point of intersection – tangent length = 1764 – 98.58 = 1665.42 m.
To find the chainage (the distance along the road) at the point where the curve starts, you subtract the tangent length from the point of intersection. This helps in placing markers or signs correctly and ensures that construction happens at the right distances along the road.
Imagine marking a start line for a race. You calculate how far away that mark is from a known point (like the starting gun) and adjust for any space in between. Here, you’re effectively doing the same with road markers — calculating precisely where to place them based on previous measurements.
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Length of initial sub chord (C ) = 1680 – 1665.42= 14.58 m.
The length of the initial sub-chord represents the small straight segment between the initial point of the curve and the beginning of the curve itself. Understanding this length is crucial for establishing grading, drainage, or any additional construction elements that need to be placed along the curve.
If you think about building a path with a slight curve, the initial portion straight before the curve can be likened to the first few steps on a path. It allows you to gather your balance before the path takes a turn.
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Chainage at point of tangency (T ) = Chainage at point of PCC + Length of second curve = 1475.43 + 87.16 = 1562.59 m.
Finally, calculating the chainage at the point of tangency involves incorporating the length of the curve into the previous calculations. This final number helps define the end of the curve and locate where roads will start transitioning back to the original straight line.
Think of marking the end point of a curved path in a garden. You would measure from your starting point to determine exactly where the curve ends and the straight path begins again. This final calculation does just that for the road layout.
Learn essential terms and foundational ideas that form the basis of the topic.
Key Concepts
Tangent Length: Calculated as R * tan(Δ/2) to establish the starting point of the curve.
Length of Curve: Determined by the formula l = πRΔ/180, indicating the length of the arc.
Chainage: Essential for determining exact positions when marking curves in fieldwork.
See how the concepts apply in real-world scenarios to understand their practical implications.
In Example 2.13, we calculate the tangent length for a curve radius of 343.8 m with a deflection angle of 32°, yielding a specific tangent length essential for curve alignment.
Length of the curve is computed using R = 343.8 m and Δ = 32°, demonstrating how to derive critical measurements for planning alignments.
Use mnemonics, acronyms, or visual cues to help remember key information more easily.
To find a curve, remember T, R and Δ are key!
Imagine planning a road. You measure out the distance (chainage) and create smooth bends (curves) using formulas for tangent and arc length, imagining the path ahead.
To remember Tangent Length, think T = R * tan(Δ/2): 'Tangle the Radius with Tangents'.
Review key concepts with flashcards.
Review the Definitions for terms.
Term: Chainage
Definition:
The linear distance along a project from a reference point, often used in road and railway projects.
Term: Tangent Length
Definition:
The distance from the point of intersection to the starting point of the curve.
Term: Deflection Angle
Definition:
The angle between the two tangents meeting at the point of intersection.
Term: Curvature
Definition:
The amount of bending in a path or a curve.
Term: Subchord
Definition:
The distance between two consecutive points on a curve.