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 www. 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 = IVE ΑΣΦ.IIIvec 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. 195] ΑΣΦ.IIIvec → O Request Answer ? → C ? Review

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 www. 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 = IVE ΑΣΦ.IIIvec 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. 195] ΑΣΦ.IIIvec → O Request Answer ? → C ? Review

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Compute the slope at point C.
Fundamentals of Surveying: Please show your solution. 6.) Compute the distance (in meter, along the curve) from P.C. to P.T. of the compound curve given: 11 = 27, 12 = 37, D1 = 10°, and D2 = 9'.
Two Straight lines AB and BC intersect at chainage 7827 m, the deflection anglebeing (49)ᴼ . It is desired to connect these two straight lines by a simplecurve of 4ᴼ. Calculate the following: 1) Length of Curve. 2)Apex Distance
A five-sided closed field traverse has the following angles: A= 99°23'07", B=151°13'02", C=80°58'30", D=115°19'02", E=93°05'39". The lengths of the sides are as follows: AE 352.72m, ED 582.01m, DC 367.19m, CB 381.48m, BA 401.41m. Determine the traverse's closure, accuracy, and area. The bearing of Line AB is N 51°32’0” E. Determine the bearing of Line EA.
Two tangents intersect at station 26+050. A compound curve laid on their tangents has the following data: I1 = 31deg; I2 = 36 deg; D1 = 3deg; D2 = 5deg, PC = 25+828.88, total length of the common tangent = 180.40. Compute the stationing of the P.T. (Format: 00+000.00)
A 3Odegree curve has an external distance of 8.53m. What is the central angle? Use chord basis.
1. A N 65° E back tangent line intersects a S 85°E forward tangent line at point “PI.” The BC and the EC are located at stations 25+00, and 31+00. respectively. a) What is the stationing of the PI? b) What is the deflection angle to station 26+00? c) What is the chord distance to station 26+00 from BC? d) What is the bearing from Radius Point to the EC? e) What are the X and Y coordinates of PI, if BC is at (1200, 800).
A railroad curve has Dc=5∘00′, I=28∘00′, and PI station=35+45.00ft. Use the chord definition to calculate the requested values
The equation of the line having a slope of 2.1 passing through the point (-1, 1) is Ax + By + C = 0. What is ICI?
How to layout simple curve by through obstructions? Provide a simple schematic diagaram for it.
PROBLEM 1 Given the following interior angles (angles-to-the-right) of a five-sided closedpolygon traverse and if the azimuth of side AB is fixed at 74°31'17", determine the adjusted azimuth of line EA.A =105°13'14"; B = 92°36'06"; C = 67°15'22"; D = 217°24'30"; E = 57°30"38". (Note: line BC bears NW.) NEEDED ANS: Compute the relative precision for the traverse of Problem 1 if the lengths of the sides (in feet) are as follows: AB = 2157.34; BC =1722.58;CD =1318.15; DE =1536.06; and EA =1785.58. (Note: Assume units of feet for all distances.) Round off the denominator to two decimal places.
Design a Simple Curve along ABC using chord deflection. Include sketch and computations simple curve only