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 AB 92 A S 57°11' E BC 32 CD 55 c ? DE 87 D EF 38 FA = 80 F

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 AB 92 A S 57°11' E BC 32 CD 55 c ? DE 87 D EF 38 FA = 80 F

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 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.
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 BEARINGS A АВ 60 B ВС 44 C CD 46 D DE = 104 E EF 55 F FA 70
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Using the given data from the close traverse shown: ΡΟINTS BEARING DISTANCES AB N 30° E 73.2 m BC S 45° E ? CA Due West a. Draw the diagram b. Compute the distance of ine CA c. Compute the bearing of line CA.
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