Please answer as soon as possible, thank youPlease answer as soon as possible, thank youPlease answer as soon as possible, thank youPlease answer as soon as possible, thank you Question 1A highway survey PI falls in a pond, so a cut off line AB = 275.21 ft is run betweenthe 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 curvenotes to run, by deflection angles and incremental chords, a 4°30' (arc definition)circular curve at full-station increments to connect the tangents.

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A highway survey PI falls in a pond, so a cut off line A the tangents. In the triangle formed by points A, B, an and at B= 22°16'. The station of A is 54 + 92.30. notes to run, by deflection angles and incremental ch circular curve at full-station increments to connect the

A highway survey PI falls in a pond, so a cut off line A the tangents. In the triangle formed by points A, B, an and at B= 22°16'. The station of A is 54 + 92.30. notes to run, by deflection angles and incremental ch circular curve at full-station increments to connect the

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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Concept explainers

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.

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A highway survey Pl falls in a pond, so a cut offline 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) diroular curve at full-station increments to connect the agents. Part A Calculate the degree of curvature. Express your answer in degrees to five decimal places. Part B Calculate the intersection angle Express your answer in degrees to five decimal places. Part C R- Calculate the radius. Express your answer to two decimal places and include the appropriate units. Part D L- Part E Value Calculate the circular curve length. Express your answer to two decimal places and include the appropriate units. T- (!? 1234 Value Units Value O Units Calculate the tangent distance Express your answer to two decimal places and include the appropriate units. Units
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.
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Item 3 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 J Calculate the stationing of PC. Express the first station number as an integer; express the second station number to two decimal places. Separate your answers with a comma. A, B = Submit Part K A, B = 197| ΑΣΦΑΛΙΣΗ Submit Request Answer Calculate the stationing of PT. Express the first station number as an integer; express the second station number to two decimal places. Separate your answers with a comma. Π| ΑΣΦ ↓↑ vec Request Answer ? vec ? 3 of 4 Review
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Subject: Surveying 2.1 Please show your correct/detailed solution.
Two lines XV and YV intersect at an inaccessible point V. Two points A and B are selected on lines XV and YV respectively. Length of AB = 180 m, angle XAB =110°, and angle ABY = 130°. The two straights are to be joined by a curve of 500 m radius. The stationing of point A is 2+500. Calculate the following: a. distance VA b. distance VB c. tangent lengths d. distance XA e. distance YB f. stationing of beginning of the curve g. length of the curve h. stationing of end of the curve