PROBLEM 1 THE LENGTH OF CHORD OF A SIMPLE CURVE HAVING A DEGREE OF CURVE S° IS EQUAL TO 222M. a.) COMPUTE THE MIDDLE ORDINATE OF THE CURVE b.) COMPUTE THE EXTERNAL DISTANCE OF THE CURVE c) IF THE STATIONING OF THE P.T. IS 1-555.00, WHAT IS THE STATIONING OF THE VERTEX OF THE CURVE

Q: PROBLEM 3 Given: (Use Arc Basis) 11 = 18⁰, 12 = 25⁰ T₁ = 100 m t₁ = 32 m Station PT at 12+628 PC…

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Q: True or false In the design of roads and highways, the stationing of EVC is equal to stationing…

A: The statement is True Explaination:  SINCE , PVI - 1/2L =STAT  BVC                PVI + 1/2L =STAT…

Q: The deflection angles of two intermediate points B and C of a simple curve are 11 15' and 6° 15',…

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Q: 2. Determine the orthogonal trajectory of the family of hyperbolas y? - 121x? = c. Sketch some of…

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Q: Two lines XV and YV intersect at an inaccessible point V. Two points A and B are selected on lines…

A: *Multiple Sub- parts*As per our company guidelines, we are supposed to answer only the first 3…

Q: B (PI) (N: 6000, E: 8000) PC A (N: 4000, E: 4000, St: 10 + 00) C(N: 3800, E: 13000) R= 1050 m Given…

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Q: Two tangents BC and CD intersect at an angle of 34° are to be connected with a simple curve. A point…

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Q: Problem 7. 7.Station PT of the compound curve is at 15 + 480.14. I, = 30°, I2 = 36°, D1 = 4°, D2 =…

A: We know that ; D=1145.92R Can be written as  ; R2 = 1145.92D2 R2 = 1145.925 = 229.184 m

Q: Two tangents intersect at sta. +550. A compound curved laid on their tangents has the following…

A: Given Data:Tangents intersection=0+550I1=31°;I2=36°,D1=3°,D2=5° It is required to compute stationing…

Q: Determine the product of inertia of the shaded area. The equation of the curve is xy=6. Ans. 23.5…

A: Solution;

Q: SIMPLE CURVE BEARING OF Point of Curvature - V = N 60° E BEARING OF V - Point of Tangency = S 70° E…

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Q: 2. A circular curve has the following known elements: Middle Ordinate = 2 m Length of Long Chord =…

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Q: Determine the moment of inertia with respect to the x-axis of the area bounded by the curve x = vy…

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Q: Point "x" moves in a circular path of 18m radius so that its arc distance from an initial position y…

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Q: 12-190. A particle moves along an Archimedean spiral r = (80) ft, where is given in radians. If 0 =…

A: Answer Calculation of Radial and Transverse Velocity component We know that radial component of…

Q: A compound curve has the following data: I, = 28°, I2 = 31°,D = 3°, and D2 = 4°. Find the stationing…

A: To Find :- station of P.C.C

Q: Q2: Is it possible to fit a horizontal curve (D=4 degree) at point (B) together with another…

A: Case 1 Is it possible to fit a horizontal curve?   Case  2 If BC = 750m Determine Stationing of…

Q: The deflection angle from PC of two points A and B on a simple curve are 3°15’ and 8°15’,…

A: Given data: Deflection angle PC to A = 3∘15' PC to B=8∘15' The chord distance between A and B is 40m

Q: Degree of curve is the value that measures the sharpness of the circular curve. It based on either…

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Q: 17. Which statement is true about the theorem/s of Area-Moment Method? I. The change in slope…

A: Moment area Method:- It is the most effective methods for obtaining the bending displacement in…

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Q: How far from the y-axis is the centroid of the area bounded by the curve y=xthe line x = 2 and the…

A: We will use integration to find centoid

Q: 2/87 If the resultant of the two forces and couple M passes through point O, determine M. 150 09 uru…

A: answer = 148 N-m   explanation is given in below step

Q: Find the area enclosed by the curve r = 5cosθ

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Q: Two Straight lines AB and BC intersect at chainage 7827 m, the deflection angle being (49)ᴼ . It is…

A: As we know formula of design of curve Let us take 30m Chain length R= 1720/D°    = 1720/4°  R  =…

Q: Write Vasin terms of the polar coordinates. 400 m Answer: VA- ea) mis Car A is traveling at the…

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Q: The long chord from the point of curvature to the point of tangency of a compound curve is 549 5…

A: Compound Curve: The combination of two or more simple curves that bend in the same direction and…

Q: x 0.324 0.443 0.979 0252 0.184 0.257 0.393 256 346 581.6 633.3 630 165 596.6 Oraws a curve with the…

A: Following are the given points. x y 0.324 256 0.443 348 0.979 581.6 0.252 633.3 0.184…

Q: The deflection angles of points A and B from the tangent through P.C of a simple curve are 3°05' and…

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Q: Q4) Circular curve connects two straights intersected at a station (20+20.10).If the deflection…

A: Given:Setting pot curve  by PI method

Q: dth . 10 0 +1 a 15 3 re si 2: Sit. 4 the length of curve of a simple curve having a degree of 4° is…

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Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.