A highway survey PI falls in a pond, so a cut off lineAB 275.21 ft is run between the tangents. Inthe triangle formed by points A, B, and Pl, theangle at A = 16°28' and at B = 22°16'. Thestation of A is 54 + 92.30. Calculate and tabulatecurve notes to run, by deflection angles andincremental chords, a 4°30' (arc definition) circularcurve at full-station increments to connect thetangents.=Part ACalculate the degree of curvature.Express your answer in degrees to five decimal places.15. ΑΣΦ. 11 | vecSubmitPart BRequest AnswerCalculate the intersection angle.Express your answer in degrees to five decimal places.IVO AΣo↓ vecΑΣΦSubmitRequest Answer??Review A highway survey PI falls in a pond, so a cut off lineAB= 275.21 ft is run between the tangents. Inthe triangle formed by points A, B, and Pl, the=angle at A 16°28' and at B = 22°16'. Thestation of A is 54 +92.30. Calculate and tabulatecurve notes to run, by deflection angles andincremental chords, a 4°30' (arc definition) circularcurve at full-station increments to connect thetangents.Part CCalculate the radius.Express your answer to two decimal places and include the appropriate units.R=SubmitPart DL=-μASubmitValueRequest AnswerCalculate the circular curve length.Express your answer to two decimal places and include the appropriate units.µÅValueUnitsRequest Answer?Units?Review

Degree of curve = 4°30' Angle A = 16°28' Angle B = 22°16' Station of A =54 + 92.30

A highway survey PI falls in a pond, so a cut off line AB= 275.21 ft is run between the tangents. In the triangle formed by points A, B, and Pl, the angle at A = 16°28′ and at B= 22°16'. The station of A is 54 + 92.30. Calculate and tabulate curve notes to run, by deflection angles and incremental chords, a 4°30' (arc definition) circular curve at full-station increments to connect the tangents. Calculate the degree of curvature. Express your answer in degrees to five decimal places. VO AΣo↓ vec 4 Submit Part B Request Answer Calculate the intersection angle. Express your answer in degrees to five decimal places. 1951 ΑΣΦ | 11 | vec Submit Request Answer ? SMD ? O O

A highway survey PI falls in a pond, so a cut off line AB= 275.21 ft is run between the tangents. In the triangle formed by points A, B, and Pl, the angle at A = 16°28′ and at B= 22°16'. The station of A is 54 + 92.30. Calculate and tabulate curve notes to run, by deflection angles and incremental chords, a 4°30' (arc definition) circular curve at full-station increments to connect the tangents. Calculate the degree of curvature. Express your answer in degrees to five decimal places. VO AΣo↓ vec 4 Submit Part B Request Answer Calculate the intersection angle. Express your answer in degrees to five decimal places. 1951 ΑΣΦ | 11 | vec Submit Request Answer ? SMD ? O O

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

A highway survey PI falls in a pond, so a cut off line
AB 275.21 ft is run between the tangents. In
the triangle formed by points A, B, and Pl, the
angle at A = 16°28' and at B = 22°16'. The
station of A is 54 + 92.30. Calculate and tabulate
curve notes to run, by deflection angles and
incremental chords, a 4°30' (arc definition) circular
curve at full-station increments to connect the
tangents.
=
Part A
Calculate the degree of curvature.
Express your answer in degrees to five decimal places.
15. ΑΣΦ. 11 | vec
Submit
Part B
Request Answer
Calculate the intersection angle.
Express your answer in degrees to five decimal places.
IVO AΣo↓ vec
ΑΣΦ
Submit
Request Answer
?
?
Review

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Question 1 A highway survey PI falls in a pond, so a cut off line AB = 275.21 ft is run between the tangents. In the triangle formed by points A, B, and PI, the angle at A = 16°28' and at B = 22°16'. The station of A is 54 + 92.30. Calculate and tabulate curve notes to run, by deflection angles and incremental chords, a 4°30' (arc definition) circular curve at full-station increments to connect the tangents.
Please show complete ILLUSTRATION and SOLUTION
i need the answer quickly
Q1/in the closed traverse with points ABCDA, the Azimuth of its sides are: AB=120° 14 BC=40° 20', CD=300° 15', DA=200° 10',Find the interior angles of the traverse and check it.
Determine the interior angles at each point of the following traverse: Line AB=N38009’ E, Line BC=S 43018’ E, Line CA=S84035’W
Give me right solution with clear calculations. A certain horizontal curve has a central angle of 33.8°. If STA PI is 14+379 and STA PT is at 14+727, determine the station of PC.