HI! PLEASE HELP ME WITH THIS. THANK YOU 4. Given the following deflection angles of a closed traverse. Compute thebearing if the bearing of AB is S 40° E.STATIOΝDEFLECTION ANGLESA85°20' LB10°00' RC83°32' LD63°27' L34°18' LEF72°56' L30°45' L

Azimuths are defined as horizontal angles measured from the reference in the direction of the clock.…

Answered: 4. Given the following deflection…

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

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.
D с 105°22' Sta A B C 118°37 E 108° 28' E B 120°28' N30°00'W MERIDIAN 87°05'* DEFLECTION ANGLE A ANGLE TO THE RIGHT
From the open traverse ABCDE shown below, determine the following: 4 86°08' 43 20 A E B. 50 12' 35 35 D 1. Deflection angle of line CD in deg-min. 2. If line CD has a direction Azimuth from South = 300°, determine the bearing of line AB in deg-min. 3. Back bearing of line DE in deg-min. %3D
Line AB вс CD DE EF FA Azimuth/Bearing Distance (m) 237° 29' 69.46 327° 29' 82.94 S71° 33' W 134.62 118 04 215° 00' S48° 0 E 103.04 15.50 100.76 A.) Determine all interior angles? B.) Determine the deflection angles? c) Angles to the rigth on left? b.) Determine each bedring and azimuths of the lines? E.) Draw the surveyed data in the most desirable scale. ( I Bond P
DONT PUT UNIIS| PROBLEM: The azimuth of a five sided traverse are as follows: AB = 238°, BC = 19°, CD = 155", DE = 61 and EA = 221 . Determine the corrected interior angle of B. Answer: Determine the corrected deflection angle of C in the right direction. JUST INPUT THE VALUE ON THE BOX] Answer: PR Determine the corected backward bearing of line EA. (INPUT THE VALUE ON THE FIRST BOX AND DIRECTION ON THE SECOND BOX: (FOR EXAMPLE N42W; FIRST BOX: 42) SECOND BOX: NW)] Answer: Determine the corrected interior angle of station E. Answer:
TRAVERSE. A five-sided closed tra- angle to follows; B=268° 43', C=203° 22', D=256° 20', and E=260° 25'. t'he 5. ANGLE TO THE RIGHT proceeds in a clockwise direction and the right verse the at each station were observed as A=270° 45 ', Determine the error in the sum of the angles. Ad just angular values observed on the assumption that the error is the same for each angle. Tabulate all observed and ad'justed values accordingly.
Situation 5 80+060 The deflection angles of two intermediate points A and B of a highway curve are 4°15' and 9°15', B 20 m respectively. The chord distance between A and B is 20m, while the long chord is 120m. The stationing at Pl is 80+060. Find the stationing of PC PT 120 m PC and PT.
If the bearing of line AB is S 42° 30' 15" E and the bearing of CB is N 38° 42′ 25" E, find the following: a. Sitting at B, backsighting C, what is the angle to the right? b. For the same instrument scenario, what is the deflection angle to point C? Hint: Point B will be at the center.
Problem I ACK TO SNE A For a highway curve, R will be rounded off to the nearest multaple of 10 m. Field measurements show that T should be approxımately 80 m to avoid an overpaso. Thc PI = 6 + 356.400 and / - 13°20. with stationing at 30 m. a. Calculate D, R. Lc, M, L and E b. Tabulate the Field notes by Deflection angle method.
Ise the Area moment method to cal culate the slope and eflection about point B
7. The Bearing line AB is N 55°44' E and the bearing of the next line BC is N 25° 12' W. Compute the deflection at point B 8. The computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the azimuth of line AB?
Solve for this prob. Formula: H.I. = Elevation of given B.M. + B.S. Elevation of T.P. = H.I. – F.S. Ground Elevation at Centerline Station = H.I. – I.F.S. Error of Closure (e) = SB.S - SF.S. Error of Closure = Elev B.M. – Elev. of the last point

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

4. Given the following deflection angles of a closed traverse. Compute the bearing if the bearing of AB is S 40° E.