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 70 114 • 20' N 34' 33' F F FA

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 70 114 • 20' N 34' 33' F F FA

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. STA LINE DIST INTERIOR ANGLE BEARINGS A АВ 60 B ВС 44 C CD 46 D 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.
If Line AB is due North, the following are the interior angles the polygon ABCDE? The following figure is not drawn to scale. LINE INTERIOR ANGLES AB ZEAB=118°30' BC ZABC=95°33' B. CD ? DE ZCDE=134°1O' D EA ZDEA=140°50' 1. ZBCD = [ Select ] 2. Exterior Angle at C = [ Select ] 3. Deflection angle of line CD = 45°50' R 4. Angle to the right of line DE= [ Select] 5. Bearing of line BC = [ Select ] 6. Azimuth from South of line BC = [ Select ] 7. Back Azimuth from South of line BC = [ Select ] 8. Azimuth from North of line CD = [ Select ]
5. The lost ABCD is a closed traverse(clockwise) in the form of square. If the bearing of line AB is N 30° W, find the following: a. Bearing and Azimuth of line BC b. Bearing and Azimuth of line CD
Problem 4 The interior angle of a six sided closed traverse were measured as follows: A=68°16', B=75°21', C=196°32', D= Not Measured, E = 94°27' and F= 163°14', 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 75°18' E. Tabulate values accordingly and sketch the traverse. STA LINE DIST INTERIOR ANGLE BEARINGS A АВ 155 Q BC 49 CD 52 DE e 58 E EF 84 FA 77
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.
Compute the angle 0 in the below figure (in grad), if you know the directions in grads aAB=128.5772° and ABc=245.91268 (Example answer 35.2345) A B
Interior Angle Traverse Given the bearing of each line of a closed traverse ABCDE, determine the interior angles A, B, C, D, and E. Line Bearing AB N 80°29’ E BC N 39°55’ W CD S 88°04’ W DE S 56°07’ W EA S 61°17’ E * Sum of Interior Angle = (s – 2)180° * Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES. (Please answer this problem with accurate and proven solution. Thank you so much.)
Q1) Balance the following interior angles (angles to the right) of a five- sided closed polygon A track of land has 3 straight boundaries AB, BC, and CD, the fourth boundary DA is irregular, and the measured length are as under: traverse. If the azimuth of side AB is fixed at 74° 31'17" calculate the azimuth of the remaining sides AB =135m BC= 191m CD= 126m BD= 225m A= 105° 13'14", B = 92° 36 06", C=67° 15 22", D=217° 24'30" and E= 57° 30'38 The offsets measure outside the boundary DA to the irregular boundary at a regular interval of 30m from D are as belilow (Note line BC bears NW) Distance 0.0 from D Offset 30 60 90 120 150 180 0.0 3.7 4.9 4.2 28 3.6 0.0 Determine the area of track Define the vertical control for the setting out and mention all the vertical techniques If the corrected departure for line AB 2079.1, corrected latitude= 575.764 and the coordinate of point A, X= 20000, Y= 15000. Find the coordinate of point B and length of line AB
5. The lost ABCD is a closed traverse(clockwise) in the form of square. If the bearing of line AB is N 30° W, find the following: a. Bearing and Azimuth of line BC b. Bearing and Azimuth of line CD c. Bearing and Azimuth of line DA d. Bearing and Azimuth of line AB
HELP PLEASE DON'T MAKE IT COMPLICATED WITH COMPLETE SOLUTION THANKS a.Compute the misclosure for latitude b.Compute the misclosure for departure. c.Compute the linear error of closure d.By the Transit Rule, determine the corrected latitude of line CD e.After balancing the traverse using the Transit Rule, what is the area of the traverse in m^2?
A parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown: a. Compute the error of closure for the traverse. b. Compute the precision of linear measurement. Determine the included area (using DPD method) within the traverse in асres. BEARINGS N53' 27'E S 66° 54'E S 29'08' W N 52°00' W LINES DISTANCES (m) AB 59.82 вс 70.38 76.62 CD DA 95.75