A building is located 40 m from the centerline of the inside lane as shown.
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- A simple horizontal curve has 35 degrees of curvature and subtends an angle of 110 degrees. If the PC is at station 3 + 65.00 ft, what is the intermediate chord length (ft) (i.e. the straight line distance between two sequential full stations)? Response Feedback: 8 C =2Rsin- D 2If the curve lead of a BG turnout is 16.76m, the angle of crossing of the turnout will be given by -1 A tan 5 B D LO 1 tan 5 C) tan 5 tan ¹10 1 -1 tan 10A building is located 40 m from the centerline of the inside lane as shown. The SSD (Stopping Sight Distance) is 600 m with the length of the curve at 550 m. Determine the following: a.) The minimum radius of the curve b.) The radius of the curve L = 550 m SSD = 600 m 40 m R. Rmin Rmin
- A H.C questions .pco | C/Users/anwar/Downloads/Telegram%20Desktop/H.C%20questions%20 %20.pdf Maps ID Page view A Read aloud Highlight Erase Q6. Given horizontal curve has two-lanes with lower-than-average coefficient of side friction (0.1) and no superelevation. The lane width is 4-meter. The curve has a radius of 500 meter and a design speed of 80 km/hr check the safety of this curve. How can you show this?Q- A railway curve of 1350 m radius is to be set out to connect two tangents. If the design speed is 110 kmph and the rate of change of acceleration is 0.3 m/s³, what is the shift of the circular curve?Help me in making 1 problem for simple and compound curve. WRITE ON CLEAN PAPER. THANKS! for simple curve determine: the radius, the external distance, the middle ordinate, and the tangent distance. for the compound curve determine: the radius of the 1st curve, the radius of the 2nd curve, the Length of the 1st curve, the Length of the 2nd curve, the Long chord , the Long chord 2, Sta. PCC Stat. PT
- Determine the P.C. (Point of Curve) and P.T. (Point of Tangent) for the horizontal curve using the following information: • P.I. (Point of Intersection) = 56 + 77.21 • Intersection Angle, I = 16° 41’ • Degree of Curvature, D = 5° 40’The design speed for a two-lane highway (lane width=12 ft.) is 60 mph. The localjurisdiction governs 8% superelevation. The central angel of the curve is 40 degrees. The PI station is at 452+50.What is the curve radius to the travel path (R)? What is the curve radius (R)? What is the curve length (L)? What isthe station of PC? What is the station of PT? What is the SSD? How many feet must be cleared from the lane'sshoulder edge to provide adequate stopping sight distance?A com pound curve commects two tangents AN and VB at point A and B. The length of the long chord is 250 m, u ZVAB = 30 andDetermine station C,Find the stationing at the point of intersection “P” of the railroad and the highway curve.Compute the length of curve (Lcu) in meter, from point C to point P in meters, and angle COP,(consider 2-decimal places)Assume the given curve data: Radius = 350, Delta (full internal angle from BC to EC) = 70-00-10, PI = 20+40. Provide: -Delta/2 (also known as the full deflection angle). -T (tangent distance) -L (arc length) -LC (long chord) -BC Station -EC Station -Delta/2 per foot -Deflection angles and long chords from BC to even 50' stations (note for example 20+50 is an even 50' station)Calculate the maximum permissible speed on curve of high speed B.G. track having the following particulars: Degree of the curve =2°, Amount of superelevation = 150 m, Max. speed of the section likely to be sanctioned = 165 kmph. = 8.0 cm, Length of transition curveSEE MORE QUESTIONS