A circular curve of 500m radius is to be laid to connect two straights APB and CQB intersecting at point B. the intersection point of B is inaccessible due to an intervening river. A traverse APQC has been run and the chainage of points P and Q are 93+78 and 94+73 and angles APQ and PQC are 115°24' and 152°46' respectively. Find out the second .chainage of the tangent point River 115°24 152 46 P.C P.T 98+07.632 88+16.645

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Q: Curves Question 9 What is the degree of the curve (in degree) for a radius of 573 m using chain of…

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Q: Compute L, T, E, M, LC, R, and stations of the PC and PT for the highway curve with Da = 6 ∘00′,  I…

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Q: 24.14 Railroad curve with T 300.00 ft, D. 230', and PI station 48+ 00.00 24.13 Highway curve with T=…

A: Dc=2o30''   T=300 ft,  PI=48+00.00R=5729.6Dc=527362.5=2291.84 ftR=2291.84 ftTangent…

Q: Two tangents intersect at chainage 4100 m. Ø 35 35 35". Carry out all the data necessary for setting…

A: A deflection angle is an angle between the onward extension of the previous leg and the line ahead.…

Curve setting

A curve is a turn that is provided horizontally or vertically in the design of highways, railways, and runways. A curve connects two straight lines that are separated by the deflection angle. It helps to change the direction and alignment of the highways, railway tracks, and runways. Therefore, the gradual change in their alignment is made by using a curve to provide comfort to the passengers and this also provides an easy turn to change the direction of the moving vehicle.