Date:traverseABE DE with aА гарBearingenthe following anglescrurse DE of S 71°42′15″E;: A = 60°53' 30"B = 215" 58 00", C = 65° 10' 16", D = 111² or' or "sE=86° 58'45"=(1) Computer argular.angular error (2) adjust angles.(3) Compute bearing for course "EA"

To Determine 1. Angular error. 2. Adjust Angles. 3. Bearing of course EA.

Date: A Torp traverse ABE DE with a Bearing en crurse DE of S 71°42′15″E; And the following angles : A = 60°53' 30" B = 215" 58 00", C = 65° 10' 16", D = 111² or or "s E 86° 58'45" (1) Compute argular. angular error (2) adjust angles. (3) Compute bearing for course "EA"

Date: A Torp traverse ABE DE with a Bearing en crurse DE of S 71°42′15″E; And the following angles : A = 60°53' 30" B = 215" 58 00", C = 65° 10' 16", D = 111² or or "s E 86° 58'45" (1) Compute argular. angular error (2) adjust angles. (3) Compute bearing for course "EA"

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

Give me right solution according to the question.
7. Determine angle KPL from the given bearings. Draw the angles. a) PK, N 25°43’ W PL, S 79°12’ E
The following are the observed bearings of a close traverse. Compute the error of interior angle, and the CORRECTED bearing of each line. Draw the traverse. LENGTH OBSERVED BEARINGS CORRECTED BEARINGS LINE (m) FORWARD BACKWARD FORWARD BACKWARD АВ 94 S 70°12' E N 71°25' W ВС 77 S 49°18' W N 50°03' E CD 74 S 65°51' E N 65°51' W DE 110 S 71 56' W N 71°18' E EF 105 N 20°21' W S 20°53' E FA = 66 N 44°23' E S 43°13' W
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.
The following are the observed bearings of a close traverse. Compute the error of interior angle, and the CORRECTED bearing of each line. Draw the traverse. LENGTH LINE CONECTED BEANO OBSERVED BEARINGS FORWARD BACKWARD S 70°12' E N71°25' W to'4' 40"E S 49°18' w N50°03' E S 65'51' E N 65°51' W S 71*56' W | N 71°18' E N 20°21' w S 20°53' E 20' 21' W (m) FORWARD BACKWARD N 70°43'40mW N50° 03'e AB 94 ВС 77 S0" 03' W CD 74 110 N귀 'SU'W DE EF 105 FA E 66 N 44°23' E S 43'13' w NA0' 51'42"ESI40 "S1’ 4A " W
Provide a separate table for DMD and DPD. Also, before the bearing, compute for the azimuths
Q2: Convert the following bearing angles to azimuth, and vice versa: 1- N 41.5° W 2- 127.7°
a. 34.37 m b. 37.43 m c. 33.74 m d. 37.34 m 32. Compute the chord length from PC to B. a. 84.59 m b. 89.54 m c. 85.49 m d. 89.45 m
The following are the observed bearings of a close traverse. Compute the error of interior angle, and the CORRECTED bearing of each line. Draw the traverse. LENGTH OBSERVED BEARINGS CORRECTED BEARINGS LINE (m) FORWARD BACKWARD FORWARD BACKWARD N 71° 25' AB 94 S 70° 12' E W ВС 77 S 49° 18' W N 50° 03' E N 65° 51' CD 74 S 65° 51' E W DE 110 S 71° 56' W N 71° 18' E EF 105 N 20° 21' W S 20° 53' E FA = 66 N 44° 23' E S 43° 13' W
2. Given the following data of a closed traverse. LINE BEARING DISTANCE АВ N 38°29' E 33.00 BC S 54°23' E 31.55 CD S009' W 34.20 DE S 77°19' W 26.39 EA a. Compute the bearing of line EA. b. Solve for the distance of line EA. c. Compute the area of the traverse using DPD Method.