Given the following information for a simple spiraled curve:= 38°00'00"Da: 4°30'00"Ls = 800 feeto T.S.= Sta 35+0OUsing Table XII, calculate the Y coordinate of the S.C., in feet, assuming theT.S. is the origin (0, 0).

We have to determine the Y coordinate of S.C in feet assuming the T.S is the origin (0,0) as per the…

Given the following information for a simple spiraled curve: o | = 38°00'00" Da = 4°30'00" Ls = 800 feet o T.S. = Sta 35+00 Using Table XII, calculate the Y coordinate of the S.C., in feet, assuming the T.S. is the origin (0, 0).

Given the following information for a simple spiraled curve: o | = 38°00'00" Da = 4°30'00" Ls = 800 feet o T.S. = Sta 35+00 Using Table XII, calculate the Y coordinate of the S.C., in feet, assuming the T.S. is the origin (0, 0).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: AB and CB are tangents. If y 137.20 mm and ZABC 67.0°, find: a) 21 -y 21 b) x C

A: Step 1

Q: Calculate coordinate of centroid for a parabolic segment OAB which is +² bounded by the x-axis and…

Q: Consider that line A to C is the back tangent and C to E is the forward tangent of the compound…

A: ###Total length of curve ###

Q: Situation 3: Given PI @ 32 + 43, "I" angle =7° 29', Degree of Curvature = 9°. Compute Length of…

Q: If Independent coordinate of point A and B are (60, 70) and (70, 60) respectively, calculate…

A: The latitude (L) of the line is defined as the projection of the line along the north-south…

Q: 1.6m 2m

A: solution given discharge Q=30m3/sec mannings coefficient = 0.013 use mannings formula to find the…

Q: Consider the line 6x-3y=4. What is the slope of a line parallel to this line? What is the slope of a…

A: Given:- Equation of line is 6x - 3y = 4

Q: The equation of the line having a slope of 2.1 passing through the point (-1, 1) is Ax + By + C = 0.…

A: Given:- The equation of the line having a slope of 2.1 passing through the point (-1, 1) is Ax + By…

Q: n the quadrilateral ABCD, the following angles are measured: Line AB is 500m long. Angle CAB =79°30'…

A: In the quadrilateral ABCD, the following angles are measured:Line AB is 500m long.Angle CAB…

Q: Determine the interior angle at point D. 184° R BV A D a. 135 degrees b. 135 grads c. 250 degrees d.…

Q: 21: The figure below represe riangle (abc), Azimuth b to d where ab-bc= 50m. d = dc= 40m. calculate…

A: GIVEN,FB of bd = 110°ab = bc = 50 mand ad = dc = 40 m to determine length of bd angle a,b, and c…

Q: Find the degree of curvature of using arc definition of: Answer format DD mm ss. for 10°11'12" - 10…

A: Radius of different curves are given. We need to calculate degree of curvarure by arc defination.

Q: Plot the traverse listed below: Line AzimuthS АВ 225 degrees ВС 225 degrees CD 301 degrees DE 301…

Q: A railroad curve has De = 5°00', I = 27°00', and PI station = 37+45.00 ft. Use the chord definition…

A: Degree of the curve, Dc = 5o Deflection angle, I = 27o PI station = 37+45 ft

Q: 10.21 8.03 Area 2.21 Shear Diagram -5.79 -6.32 -9.97 -13.79 9.28 Tangent Line 7.42 Moment Diagram…

A: Slope of moment diagram i.e. dM/dx = shear force at that point . In the above case the slope of the…

Q: Plot the traverse listed below: Line AzimuthS AB 218 degrees ВС 218 degrees CD 304 degrees DE 304…

Q: The distance of a point C from two points A and B, which cannot be measured directly, are required.…

Q: In cylindrical coordinates with E(p, ø) = E,(p, 4)ap + E$(p, ¢)a4, the differential equation…

A: Given, The direction of line is EρEϕ=dρρdϕ, Point P=(ρ=4,ϕ=15°,z=4) Field=E=2ρ2cos3ϕaρ+2ρ2sin3ϕaϕ

Q: Consider the line y=-1-5x. What is the slope of a line perpendicular to this line? What is the slope…

Q: LINE DISTANCE BEARING AB 60 N15°30'E BC 72.69 S82°23'E CD 44.83 S17°30'E DE 56.45 S70°36'W EA 50…

Q: The shaded area shown below is bounded by the line x4 m on the left, the-axis on top, and the curve…

Q: . Given the bearing angles of vectors YZ and YX; calculate the angle X-Y-Z.

Q: If the bearing of line AB is S 29 degrees 23 minutes 30 seconds East and the bearing of CB is N 38…

A: Bearing of a line is the horizontal angle made by line with a reference line. There are two types of…

Q: 15. A surveyor needs to know the distance between points C and B as shown in Figure D. A building…

Q: The magnetic bearing angle of a line is 48 degrees 24 minutes. What i the true bearing angle if the…

A: To Determine :- True Bearing Angle.

Q: 7. Find the area enclosed by the x-axis and the ey -x² +9. curve a. : 32 S.u. b. 18 s.u. C. 36 s.u.…

Q: B: Write down all the necessary steps to draw below shape using AutoCAD (Select Any Start Point and…

A: Draw from inner to outer. 1.Select circle tool, click the centre point and type the diameter 50…

Q: The asymptote of the hyperbola given by - 1 has the equation 9 4 II

Q: SUBTENSE BAR. A subtense bar 2 meters long is set up near the middle of traverse line MN. at M, the…

Q: A straight railroad AL intersects the curve highway route BC as shown in the figure. Distances on…

A: please check the answer below. NOTE ; I HAVE ATTACHED THE FIGURE IN LAST OF THE SOLUTION . I WAS…

Q: E Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by…

Concept explainers

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.

Question

Given the following information for a simple spiraled curve:
= 38°00'00"
Da
: 4°30'00"
Ls = 800 feet
o T.S.
= Sta 35+0O
Using Table XII, calculate the Y coordinate of the S.C., in feet, assuming the
T.S. is the origin (0, 0).

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Plot the traverse listed below: Line AzimuthS AB 224 degrees BC 224 degrees CD 332 degrees DE 332 degrees BD 235 degrees Consider that line A to C is the back tangent and C to E is the forward tangent of the compound curve. Point B is located in the first vertex and D is in the second vertex. The distance of B to C is 112.8 meters and A to B is two third the distance of point B to D. Solve for total length of the curve from A to E in meters.
Determine the deviation of B and D relative to tangent drawn at A by Moment Diagram by parts
If the bearing of the side AB of a regular hexagon traverse ABCDEFA shown in the figure is 36°45', the bearing of the adjacent side BC of the traverse is: B 36°45' A testboo F LL C E D
Q1) Balance the following interior angles (angles to the right) of a five- sided closed polygon A track of land has 3 straight boundaries AB, BC, and CD, the fourth boundary DA is irregular, and the measured length are as under: traverse. If the azimuth of side AB is fixed at 74° 31'17" calculate the azimuth of the remaining sides AB =135m BC= 191m CD= 126m BD= 225m A= 105° 13'14", B = 92° 36 06", C=67° 15 22", D=217° 24'30" and E= 57° 30'38 The offsets measure outside the boundary DA to the irregular boundary at a regular interval of 30m from D are as belilow (Note line BC bears NW) Distance 0.0 from D Offset 30 60 90 120 150 180 0.0 3.7 4.9 4.2 28 3.6 0.0 Determine the area of track Define the vertical control for the setting out and mention all the vertical techniques If the corrected departure for line AB 2079.1, corrected latitude= 575.764 and the coordinate of point A, X= 20000, Y= 15000. Find the coordinate of point B and length of line AB
The magnetic bearing angle of a line is 48 degrees 24 minutes. What is the true bearing angle if the magnetic declination is 5 degrees 38 minutes East? O a. 54 degrees 02 minutes O b. 54 degrees 22 minutes O c. 44 degrees 02 minutes O d. 45 degrees 02 minutes
W
solve pls
please show the operations and solve step by step
PROBLEM: A straight railroad AL intersects the curve highway route BC as shown in the figure. Distances on the route are measured along the arc using the data specified. Find the stationing at the point of intersection "P" of the railroad and the highway curve. (USING STA C) Figue R= G00m T-180 Given: Sta V= 10 +019. 20 T= 104° %3D IT R= GOO M I 104 120 m
round only at final answer 3 decimal places
What should be the sum of the exterior angles for a closed-polygon traverse that has: 4 sides? Express your answer in degrees to three significant figures. Submit Part B Σ Submit Part C IVE ΑΣΦ 9 sides? Express your answer in degrees to three significant figures. ↓↑ Σ= Request Answer IV—| ΑΣΦ | | Request Answer vec IVE ΑΣΦ | | vec 21 sides? Express your answer in degrees to three significant figures. vec SE ? ? www ?
The coordinates of N47 and N48 are known. Azimuth (N47-N48) angle which is calculated with the help of reference points is given. Traverse angles Bn B. B, of N48, P34 and P35 are measured. Calculate and write the "X" coordinate of P36. (N47 – N48) = a, = 150º.1415 S = 197.15 m YN48 = 4025.67 m Bo = 1929.4572 Sz = 120.06 m XN48 = 3015.06 m B = 1969.1076 Sa = 87.96 m B2 = 2489.4650 • Write your answer to the blank field in this format: xxXX.Xx (e.g., 3015.06) • Use dot (.) as the decimal separator. • Use only two decimal places after the decimal separator. • Do not add "m" or "meter" at the end of your answer. N N N47 B,L N48 Р34 Р35 P360