Answered: POINT INTERIOR ANGLE LINE DISTANCE IN…

POINT INTERIOR ANGLE LINE DISTANCE IN METERS 1 49°35' 1-2 10.42 2 111°07' 2-3 10.15 3 113°17' 3-4 8.21 4 63°17' 4-5 9.33 5 202°43' 5-1 8.31

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: P.T, P.I, P.C are the basic for setting a Vertical . curve equirements True O False O

A: This Statement is true

Q: 7. 1 A = 51°23' B = 105°39' The four-sided, closed traverse has the following angles and distances:…

Q: The following offsets were taken from a chain line to a hedge at a regular interval of 20m from…

A: The given data is: Chainage interval from d1 to d4 = 20 m Chainage interval from d4 to d8 = 200 m

Q: Q2-The two lines AB and BC intersected at point B as shown, find 1- The elements of simple circular…

A: Given:- The two lines AB and BC intersected at point B The radius of the circular curve = R = 200 m…

Q: Draw a complete and detailed sketch Show complete solution Write eligible

A: To Determine The angular closure. Adjust the measured angles by assuming that the angular error is…

Q: The following are the true bearings of a closed traverse. Compute the interior angles of each side.…

Q: 738.562 666.737, 559.319 207.453 541.742) 688.350 379.861 839.008 ( 296.099 604.048 218.330 323.936,…

A: Bearing: Bearing of a line is the angle measured from the north end of reference meridian. Latitude:…

Q: Compute the bearings

Q: P.T, P.I, P.C are the basic for setting a Vertical . curve requirements True O False O

A: To find out the basic requirements for setting a vertical curve.

Q: compute the bearing of each line.

A: Bearing: - It is defined as a direction of a line with respect to given meridian.

Q: TRAVERSE. A five-sided closed tra- proceeds in a clockwise direction and the angle to follows; 5.…

A: Given data in question closed traverse Measured angles Right direction traverse To find out Error…

Q: Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 42.2255 N 17°35' E 2-3…

Q: b) Rotation of a cross-section in point B 1₁ 1 9,1 B

Q: It was not possible to continue the chain line because of a pond. Hence, stations P andT were marked…

A: Consider the diagram as shown below.

Q: 3. OF (AZIM 210°); OG (AZIMN 325° 55'); OH (AZIM 115° 10') Angles FOG and FOH and GOH

A: Given data in question Bearings OF 210° OG 325°55` OH 115°10` To find out Angles FOG ,FOH AND GOH

Q: Point P which is in the inner portion of the closed traverse ABCD, Solve for area with the given…

Q: P7.33. Compute the slope and deflection at point C and the maximum deflection between A and B for…

A: Double integration is primarily for analyzing structures and calculating deflections, slopes, and…

Q: With the same problem, assume bearing AB is due north. Determine the bearing of line AE. Sketch…

A: The bearing of AB is due north i.e., N0°E The Interior angle at A is 117°30' To determine the…

Q: b) Whole circle bearing of line connecting TP1 and IP is 300 and whole circle bearing of line…

A: We have to calculate chainage of TP1 and whole circle bearing of line connecting TP1 and IP is 30°…

Q: Calculate the chainage of TP1.

A: Given: The whole circle bearing of the line TP1 and IP is 30°. The whole circle bearing of the line…

Q: In the quadrantal bearing system, a whole circle bearing of 293 30' can be expressed as A.N 23° 30'…

A: Whole circle bearing are measured from North N axis. First identify in which quadrant does the given…

Q: our points A, B, C, and D proposed bridge. The in our points. The coordinate

A: All points distance in north and east is given means all are in 1 quadrant. All in first quadrant so…

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

Q: Given the following horizontal curve: PI = 104+50.00 | = 8°0'0" D= 2°0'0" a) Compute the PC and PT…

A: Given I=8°0'0''The distance from PI to long chord=Sum of External Distance+mid…

Q: B 1 F E

A: Data given:Bearing AB = 15ο0'00"Bearing EF = 265ο0'00"Co-ordinates of B = EB, NB = 624.3,…

Q: It was known that the side BC of the closed traverse is twice as long as that of side CD. Find the…

Q: The bearing of a line AB in a closed traverse ABCA is 137°30' and its length is 125.8 m. The…

A: Bearing of line AB: 137°30′Length of line AB: 125.8 mX-coordinate of point A: -5 mY-coordinate of…

Q: Prepare the data for the layout of the given reverse curve by deflection method with the given…

Q: If d is the distance between equidistant odd ordinates, the Simpson's rule for the areas, is d/2[h1…

Q: The coordinates of N47 and N48 are known. Azimuth (N47-N48) angle which is calculated with the help…

A: Given: yN48=4025.67 mxN48=3015.06 mS1=197.15 mS2=120.06 mS3=87.96 m

Q: 5: Open Traverse: Find the distance and direction of boundary AD.

A: ###Distance AD and Direction of AD of Open Traverse####

Q: The following are the true bearings of a closed traverse. Compute the interior angles of each side.…

Q: Compute the angle COD from the following set of lines whose magnetic bearings are given: OC, N…

Q: 7. Determine angle KPL from the given bearings. Draw the angles. a) PK, N 25°43’ W PL, S 79°12’ E

Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

Using the compass rule and transit rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. The bearing and distance of line 1-2 is N 29-37 E.

POINT
INTERIOR ANGLE
LINE
DISTANCE IN METERS
1
49°35'
1-2
10.42
2
111°07'
2-3
10.15
3
113°17'
3-4
8.21
4
63°17'
4-5
9.33
5
202°43'
5-1
8.31

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

Step by step

Solved in 6 steps with 4 images

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

Please explain in detail your answer and show your step by step process so that your approach is easily followed
Given the following deflection angles of a closed traverse. Assume bearing of line AB is S 40° E. DEFLECTION ANGLES 85°20' L 10°11'R STATION A B 83°32' L D 63°27' L 34°18' L 72°56' L 30°45' L E F G a) Compute the total error of the deflection angle. b) Compute the bearing of line DE. c) Compute the bearing of line GA.
Design a Simple Curve along ABC using chord deflection. Include sketch and computations simple curve only
Using the compass rule and trnsilt rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. The bearing and distance of line 1-2 is N 29-37 E.
Compute for the given closed traverse the following:a. Bearing of each lineb. Latitude and Departure of each line,c. Linear error of closured. Precision e. Adjust the traverse using the transit rule. If the coordinates of point B are Northing =3000.00 m. and EASTING = 1500.00 m., determine the coordinates of all other points. LINE INTERIOR ANGLE LENGTH (m.) BEARING A-B A = 125 deg 54 min 162.60 N 28o 17’ E B-C B = 135 deg 00 min 253.98 C-D C = 114 deg 27 min 256.32 D-E D = 121 deg 52 min 305.94 E-F E = 88 deg 59 min 335.40 F-A F =133 deg 48 min 182.04
H.W13/ The following offsets were taken from a chain line to a hedge: Distance (m)0 10 20 30 40 80 120 160 200 210 220 Offsets (m) 21 15 16 22 Compute the area between the chain line and the end offsets by: (a) Trapezoidal Rule. (b) Simpson's Rule.
Q2: Convert the following bearing angles to azimuth, and vice versa: 1- N 41.5° W 2- 127.7°
7. Find the area enclosed by the x-axis and the curve y = -x² + 9. 32 b. 18 s.u. d. 32 s.u. a. S.u. C. 36 s.u. 3.
20. Find the equation of the curve for which y" =x, and which passes through the point (1, 2) and the tangent line there has slope equal to 5/2. %3D a. y=x³ +x2 b. 3y = x³ +x² + 4 с. бу 3Dх+ 12х -1 d. 12y=x + 6x² + 17
b) Whole circle bearing of line connecting TP1 and IP is 30⁰0 and whole circle bearing of line connecting IP and TP2 in 120°. The distance between TP2 and TP3 is 400.000m. Chainage of TP3 is 2800.000 m. Calculate the chainage of TP 1. TP₁ IP R-750m TP₂ TP3
Engineering survey شمدنسحب