A circular curve  is to be set out by bearing and distance methods from two control points. During the design of the curve, the coordinates of the entry tangent point T and the bearing of the tangent length TI were obtained as follows: Bearing TI 110°17'16" T 1359.67 mE, 2165.44 mN. Calculate the coordinates of the points on the centre line of the curve at exact 25 m multiples of throu

Q: a) Determine the elevation of the curve on every station starting from PC to PT. Tabulate your…

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Q: A reverse curve connects two tangents which converged at an angle 30°. The direction of the second…

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Q: Given a simple circular curve, in feet, with the following known information: o | = 45°20'15" o Da =…

A: Radius of the curve is given by below formula ; R = 5729.58Da Where ; Da = 5°00'00'' R =…

Q: A REVERSE CURVE has non-parallel tangents. The common tangent of the reverse curve has a length of…

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Q: The WCB of lines AB, BC and CD are 24°50', 86° 30' and 159°47' respectively. If length of line BC is…

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Q: 2 existing highways are to be connected by a simple curve of 2° (100m arc basis). The first highway…

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Q: Provide your COMPLETE solution, including illustrations and sketches, legibly. The bearings of…

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Q: The long chord from the P.C to the P.T of a compound curve is 270.94 meters long and the angles its…

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Q: The length of a simple curve having a degree of curve of 5° is equal to 130 m. If the stationing of…

A: NOTE : Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: 2 existing highways are to be connected by a simple curve of 2° (100m  arc basis). The first highway…

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Q: Two straight roads intersect with intersection angle (94°30') and chainage (50+75). If the External…

A: Using the formula for external distance and chord length the required cam be calculated.

Q: Calculate all required data for the following vertical curve. Curve 1 is to be staked at the even 20…

A: PVCSTATION=PVISTA-L2PVCsta=9280-3002=9+130PVCELV=PVIELV-g1L2PVCelv=150+0.1125×3002PVCelv=161.25mPVTS…

Q: In (Figure 1), a single circular highway curve (arc definition) will join tangents XV and VY and…

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Q: Given the compound curve with the vertex V inaccessible, angles A and B are equal to 16°20' and…

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Q: set from the long chord to the 5th station and its distance along the Long chord from P.C. Provide…

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Q: A horizontal curve is being designed with tangent length of 850 ft and central angle of 0.7315…

A: The given data is: The equation applied to determine the central angle : radius, usually measured to…

Q: Show illustrations

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Q: The length of a simple curve having a degree of curve of 5° is equal to 130 m. If the stationing of…

A: NOTE : Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: Determine: USE 3 Decimal all final answers a) The radius of the curve b) Tangent distance of the…

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Q: The angle of intersection of a 5 s drawn intersecting at an angle of 60 simple curve is 50 °. From…

A: Given Data:Angle of intersection = 50°Stationing of P.T is 100+80

Q: 3. The perpendicular distance between two parallel tangents of a reverse curve is 35 m. The azimuth…

A: I1=300−270  =30°I1=I2=30°T1=R2T(I1/2)    =40.192 m

Q: Q2. Two tangents AB& BC are intersected by a line KM. The angles AKM and KMC are 140°& 145°…

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Q: 1. A reverse curve has the following properties: Degree of curve, D₁ = 3⁰ Central angle, 1₁ = 24⁰…

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Q: A compound circular curve has: R₁ = 500m, R₂ = 750m, A₁ = 38° 20', A₂ = 41° 30′ St. P.I = (28+50)…

A: Given: Compound circular curve R1 = 500m, R2 = 750 m  Sta. PI = (28+50) Co-ordinates of PI (E = 500,…

Q: Provide illustration and complete solution. The azimuth from North of lines AB and BC are 330° and…

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Q: Two straight roads intersect with intersection angle (94°30') and chainage (50+75). If the External…

A: Given I=180-94°30'=85°30'E=Rsec(I2)-R32.3=R[1cos85°30'2-1]R=89.2759R=89.276 m

Q: Two straight roads intersect with intersection angle (94°30') and chainage (50+75). If the External…

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Q: The tangents of a simple curve have bearings of N 21° E and N 72° E, respectively. The degree of the…

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Q: The azimuth of tangents through PC, PRC, and PT of a reverse curve are 240°, 270°, and 250°,…

A: To Determine a. the stationing of PRC. b. the stationing of PT.

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

A: Highway Curve: The two lines on a roadway are connected with an arc. This connected arc of two…

Q: Problem 1. A simple curve have tangents AB and BC intersecting at a common point B. AB has an…

A: Given:- I=Angle of intersection=230o-180oDegree of curve=4oRadius=17194=429.5 m

Q: Given the compound curve with the vertex V inaccessible, angles A and B are equal to 16°20' and…

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Q: II. Favorite. Solve the following A. Curve connects three tangents having an azimuth of 254 ,270°,…

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Q: %3D A horizontal curve has a radius of 980.80 ft.; an I = 23°00'00"; and, PC Station = 76+68.50 ft.…

A: Deflection angle∆: Length of curve L = πR∆180 R is the radius of curve  R=980.8 ft ∆ is the…

Q: What is the intersection angles of curve 2? What is the length of the curve 2? What is the degree of…

A: Given- Radius of curve 1, R1=400 m Radius of curve 2, R2=850 m Tangent length of curve 1,…

Q: 26.6 The external distance of a simple curve is 15 m. and has central angle of 30°. If the length of…

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Q: Two tangents AB and BC intersect at point B at chainage 150.5 m. Calculate all the necessary data…

A: Given data:- Radius of circular curve, R = 100 m Deflection angle, ∆=30° Chainage at intersection,…

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: Problem no. 4: The common tangent BC of the reverse curve is 300m and has a bearing of 543°E. AB is…

A: Station at V [B] = 1 + 110 T1 + T2 = 500m R1 = 700m

Q: • What is the total length of the curve in meters? • What is the length of the first curve in…

A: Given data:   It is asked to find 1. Total length of the curve 2. Length of first curve 3. Length…

Q: are S 65°30’ E and N 75°40’ E, respectively. If the degree of curve is 8° for a full station of

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Q: Two tangents intersect at station 26+050. A compound curve laid on their tangents has the following…

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Q: The intersection of two proposed tangent AB and CD are inaccessible. From point G which is at Sta…

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