The interior angle of a six sided closed traverse were measured as follows: A=96°16', B=135°28', C=214°52', D= Not Measured, E = 121°21' and F= 114°20', If all observed angles are assumed to be correct, determine the interior angle of D, also, determine the bearing of each line if the bearing of line AB is S 55°21' E. Tabulate values accordingly and sketch the traverse. %3D STA LINE DIST INTERIOR ANGLE BEARINGS A AB 60 ВС 44 C CD 46 DE = 104 E EF 55 F FA 70

The interior angle of a six sided closed traverse were measured as follows: A=96°16', B=135°28', C=214°52', D= Not Measured, E = 121°21' and F= 114°20', If all observed angles are assumed to be correct, determine the interior angle of D, also, determine the bearing of each line if the bearing of line AB is S 55°21' E. Tabulate values accordingly and sketch the traverse. %3D STA LINE DIST INTERIOR ANGLE BEARINGS A AB 60 ВС 44 C CD 46 DE = 104 E EF 55 F FA 70

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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The interior angle of a five sided closed traverse were measured as follows: A = 85°11', B = 68°30', C = Not Measured, D = 79°05', E = 116°21' and F = 136°51', If all observed angles are assumed to be correct, determine the interior angle of C, also, determine the bearing of each line if the bearing of line AB is S 68°18' E. Tabulate values accordingly and draw the traverse. LINE DIST (m) STA INTERIOR ANGLE BEARING АВ 92 A S 57°11' E BC 32 B CD 55 C ? DE 87 D EF 38 E FA = 80 F
The interior angle of a six sided closed traverse were measured as follows: A=96°16', B=135°28', C=214°52', D= Not Measured, E = 121°21' and F= 114°20', If all observed angles are assumed to be correct, determine the interior angle of D, also, determine the bearing of each line if the bearing of line AB is S 55°21' E. Tabulate values accordingly and sketch the traverse. STA LINE DIST INTERIOR ANGLE EARINGS S 47' It A АВ 60 B BC 44 135° 28' 639° b'E SS° 20' W CD 46 214 sa' D DE = 104 37* 43' EF 55 F FA 70 N 34' 33'
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