Answered: a.Backward Bearing of Line AB…

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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A Surveyor has Surveyed a line (Open Traverse) and Recorded the following results, the length and deflection angle of each line: AB= 30m, BC= 50m, CD= 25m , DE= 30m RBab= N 60 E, B= 30 Right, C= 45 Left, D= 30 Left. A- Draw the line using scale 1/1000. B- Calculate the angles to the right in this line
Line AB has the following data: Latitude = -588.25, Departure= +78.34, DMD = +78.34. Determine the double area (2A)
Find the perimeter of the triangle with sides 302m and 507m long and the included angle is 73°33'.
determine the vertical distance from transit to point A. a. 5.036m b. 7.153m c. 6.444m d. 4.865m
24. If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes in WCB. The surveyor then recorded the location of Line AC to be 280 degrees 15 minutes in WCB. The length of AB is 530.68 meters and Length of AC is 275.45 meters. What is the angle of Line AB expressed in RB?
1. The latitude and departure of line AB are respectively equal to +23.25m and +10.45m. Determine the polar coordinate of point B. 2. A triangular piece of land ABC (clockwise) has the following directions: AB = N 45o23’, BC = S 34o40’ E CA = N 79o50’ W. a) Compute the interior angle A b) Compute the interior angle B c) Compute the interior angle C
Adjust the traverse given the following data below. If the coordinates in meters of point A are 6521.951 E and 7037.072 N, determine the coordinates of all other points. Find the length and bearing of line AC.
The ground distance as corrected from temperature sag and pull correction is 10,000 meters. Ifthe sea level reduction factor is 0.9998756 and the grid scale factor is 0.9999, compute the griddistance of the same line A. 9997.756 B. 9997.576 C. 9996.756 D. 9995.767 E. none of the above
Interior Angle Traverse Given the bearing of each line of a closed traverse ABCD, determine the interior angles A, B, C, and D. Line Bearing AB N 76°30’ E BC S 26°36’ E CD N 87°32’ W DA N 05°52’ E * Sum of Interior Angle = (s – 2)180° * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. (Please provide a proven and accurate solution, thank u)
If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes in WCB. The surveyor then recorded the location of Line AC to be 280 degrees 15 minutes in WCB. The length of AB is 530.68 meters and Length of AC is 275.45 meters. What is the angle between Lines AB and AC?
In the quadrilateral ABCD the sides were measured as follows: AB, 8.34 m; BC 7.77 m; CD, 8.99 m; and DA 14.83 m. If the angle between sides AB and BC is 117.85 degrees, determine the area of the quadrilateral. PLEASE NEED ANSWER IN 10 MINS. SORRY BUT IT HAS NO DIAGRAM PRESENTED.
n Rising and Dipping distance which equation is correct? a. 2.20 X √ Elevation b. 4.10 X √ Elevation c. 3.08 X √ Elevation d. 2.08 X √ Elevation

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a.Backward Bearing of Line AB b.Forward Azimuth from N of line BC c.Deflection Angle at B