Skip to main content

Rankine's data, 8° curve, 187.62 m long chord

Short answer

R = 214.86 m, Δ = 51°46′33″ from long chord, T = 104.27 m, L = 194.16 m, chainages T1 = 2447.73 m, T2 = 2641.89 m. Deflection angles δ = 1718.87c/R tabulated; final cumulative 25°53′16″ ≈ Δ/2.

A simple circular 8° curve with fixed 30 m arc length is to be set with the 187.62 m long chord. The chainage of intersection point is 2552.00 m. The regular peg interval is 30 m. Compute the necessary data to set out the curve in field by Rankine's method.

Degree of curve D=8∘D = 8^\circ for a 30 m arc, long chord =187.62= 187.62 m, chainage of IP =2552.00= 2552.00 m, peg interval 30 m.

Step 1: Radius and deflection angle

R=1718.878=214.86 mR = \frac{1718.87}{8} = 214.86\ \text{m} sin⁡Δ2=LC2R=187.622×214.86=0.43661 ⇒ Δ2=25.8879∘, Δ=51.7759∘=51°46′33″\sin\frac{\Delta}{2} = \frac{\text{LC}}{2R} = \frac{187.62}{2\times 214.86} = 0.43661 \ \Rightarrow\ \frac{\Delta}{2} = 25.8879^\circ,\ \Delta = 51.7759^\circ = 51°46′33″

Step 2: Tangent length, curve length, chainages

T=Rtan⁡Δ2=214.86tan⁡25.8879∘=104.27 mL=πRΔ180=194.16 mCh. T1=2552.00−104.27=2447.73 mCh. T2=2447.73+194.16=2641.89 m\begin{aligned} T &= R\tan\frac{\Delta}{2} = 214.86\tan 25.8879^\circ = 104.27\ \text{m}\\ L &= \frac{\pi R\Delta}{180} = 194.16\ \text{m}\\ \text{Ch. T}_1 &= 2552.00 - 104.27 = 2447.73\ \text{m}\\ \text{Ch. T}_2 &= 2447.73 + 194.16 = 2641.89\ \text{m} \end{aligned}

Step 3: Rankine's deflection angles

δ=1718.87 c/R\delta = 1718.87\,c/R minutes. First sub-chord =12.27= 12.27 m, last sub-chord =1.89= 1.89 m.

Point (chainage, m)Chord c (m)δ = 1718.87c/RCumulative deflection
2447.73--0°00′00″
2460.0012.271°38′11″1°38′11″
2490.0030.004°00′00″5°38′11″
2520.0030.004°00′00″9°38′11″
2550.0030.004°00′00″13°38′11″
2580.0030.004°00′00″17°38′11″
2610.0030.004°00′00″21°38′11″
2640.0030.004°00′00″25°38′11″
2641.891.890°15′05″25°53′16″

Check: final deflection =Δ/2=25.8879∘= \Delta/2 = 25.8879^\circ = 25°53′17″; computed 25°53′16″. Field check: the long chord T₁T₂ should measure 187.62 m.

Answer: R=214.86R = 214.86 m, Δ=51°46′33″\Delta = 51°46′33″, T=104.27T = 104.27 m, L=194.16L = 194.16 m, T₁ = 2447.73 m, T₂ = 2641.89 m.

✓ Answer checked by Claude Opus 5.5 (high effort)

All Surveying II chapter 6 questions →