Consider a five-sided closed polygon traverse. The azimuth of side AB is fixed at 218°59'30". A= 132° 47'06", B = 108° 46'18", C= 107° 19'37", D = 81°50′36", E = 109°16′18". (Note: line BC bears SE.) The lengths of the sides (in feet) are as follows: AB= 202.74, BC=283.87, CD=498.37, DE=320.33, and EA = 380.78. The coordinates of station A are X = 20, 000.00 ft and Y =15,000.00 ft. Part A Use the coordinate method to compute the area enclosed by the traverse above. Express your answer in feet squared to two significant figures. Note: Traverse does not need to be adjusted to determine the correct answer. area= Submit VA£¢ vec 4 → C Request Answer ? ft²

Consider a five-sided closed polygon traverse. The azimuth of side AB is fixed at 218°59'30". A= 132° 47'06", B = 108° 46'18", C= 107° 19'37", D = 81°50′36", E = 109°16′18". (Note: line BC bears SE.) The lengths of the sides (in feet) are as follows: AB= 202.74, BC=283.87, CD=498.37, DE=320.33, and EA = 380.78. The coordinates of station A are X = 20, 000.00 ft and Y =15,000.00 ft. Part A Use the coordinate method to compute the area enclosed by the traverse above. Express your answer in feet squared to two significant figures. Note: Traverse does not need to be adjusted to determine the correct answer. area= Submit VA£¢ vec 4 → C Request Answer ? ft²

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

In the quadrilateral ABCD, the following lengthswere measured by tape: AB = 760.50m, BC = 390.80m, CD = 371.60 m, DA = 598.80 m and AC =765.40 m. Compute the interior angle at each corner
All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only. 5. Two successive lines AB and BC are part of a perimeter of a traverse. The bearing of line AB is N 30o E. If the computed latitude and departure of line BC are -23.34m and -15.55m respectively, a) Compute the bearing of line BC. b) Determine the deflection angle of line BC
Find the perimeter of the triangle with sides 302m and 507m long and the included angle is 73°33'.
FUNDAMENTALS OF SURVEYING All azimuths are measured from South.All angles must be written to the nearest minute only.All latitudes and departures must be written to two decimal places only. Given the two angles of a triangular lot mark as ABC (plotted clock wise). Angles Aand B are both 22o35’. Sides BC and CA are both 45.55m.~ Compute the area of the lot.~ Determine the length of side AB.~ Determine the bearing of side BC if the bearing of side AB is Due West
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.)
Illustrate and compute the angles AOB, BOC and DOE from the following set of lines: a) OA, N 59° 12’ E and OB, AZn 70 ° 22’ b) OB , S 45 ° 00’ 24” E and OC, S 35 ° 11’ W c) OE, AZs 120°31’ and OD, AZn 118 ° 13
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)
FUNDAMENTALS OF SURVEYING A field is in the shape of regular octagon. The direction of the bounding sides were surveyed with an assumed meridian 8deg. to the right of the true north meridian. As surveyed with the given assumed meridian, the bearing of one side (Side 1-2) is N 53deg 20min W. Solve for the true bearing, true north azimuth, and true south azimuth of all the sides. *NOTE* -Draw a diagram in every line or pair. - Show your proper solutions ( write it properly please, so that I can understand quickly.) - I provided a sample problem so that you will know how to solve it just like my instructor's solutions. Please make it simple. IT'S THE THIRD TIME I ASKED THIS QUESTION IN HERE SO PLEASE, ANSWER IT CORRECTLY HUHUHU THANK YOU!
For the sketch ATTACHED, determine the horizontal distance AB and the elevation of Point B Starting Elevation at A is 50.00’ S (slope dist.) = 822.48 feet, Z (zenith angle) = 88º, hi = 5.15’, r = 5.00’
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
FUNDAMENTALS OF SURVEYING All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only. The bearing of Line BC is N 23o45’ W. If the next line CD deflect to theright by 25o34’, determine the bearing of Line CD.
Line AB has the following data: Latitude = -588.25, Departure= +78.34, DMD = +78.34. Determine the double area (2A)