With diagram please. 1) Given the following:COURSELATITUDEDEPARTUREАВ40- 80BC80-40CDunknownunknownDA-9050a) What is length of course CD? (2 pts)b) What is the bearing of course CD? (2 pts)c) What is the perimeter of the traverse? (1 pt)

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Answered: 1) Given the following: COURSE LATITUDE…

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 traverse was done by a group of civil engineering students. The folowing measurementswere recorded. Refers to the figure below.a. Calculate the azimuth and bearing of the traverse lines. b. Adjust the traverse by compass rule. c. Calculate the area enclosed by the traverse. Use DMD method. d. Calculate the coordinates of all stations if TP has N = 1230.014 and E = 9180.017Note: Tabulate your calculations.
plz, solve this question, it is not graded question It is Surveying-2 Regno : 5395
A closed traverse has the following data: Line Departure (m) Latitude (m) AB 64.86 16.04 BC 84.51 -71.63 CD -25.2 DE 76.18 EA -4.12 12.15 Determine the DMD of line DE.
Given the following data for a closed traverse in which the length of sides BC and CD are unknown. For Length and Bearing of AB (795.62 m, S 03 deg 05’ W), BC (Unknown, S 52 deg 50’ W), CD (Unknown, N 12 deg 42’ W), DE (650.25 m, N 40 deg 15’ E), EA (541.55 m, S 85 deg 58’ E). If BD is chosen as the closing line, its length is • 977.23 m • 902.13 m • 853.71 m • 24.11 m • 903.48 m
Nearest Ans - 148 N.m
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 249.180 m S 19°32’ E BC Unknown N 74°09’ E CD 445.100 m S 36°40’ E DE 668.270 m S 51°14’ W EF 866.790 m N 73°25’ W FG Unknown N 26°00’ W GA 560.150 m N 64°32’ E Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES. kindly please be accurate with the solution. thank you
Answers a) 0.436 b) 17.44 kPa c) 31.98 kPa d) 3.57 kN/m3
complete the distance between two points A&B by using level instrument if the upper reading of stadia was 1.532 and lower reading was 0.921
There are two points, A and B: elevations above datum are hA=1760ft and hB=1425ft Images a and b on a vertical photograph have photo coordinates xa=2.95in., ya=2.32in., xb=−1.64in., and yb=−2.66in. The camera focal length was 152.4mm and the flying height above datum 7700ft. An image c of a third point C appears. Its elevation hC=1455ft and its photo coordinates are xc=3.20in. and yc=−2.66in Using EXCEL Calculate Angle A Calculate Angle B Calculate Angle C
My course subject is Fundamentals of Surveying. Please help me answer this one, Thank you so much! I. PROCEDURE Establish at least six traverse stations at designated points on the field assigned to be surveyed. Call these stations (or corners) A, B, C, etc. Set the instrument Sight instrument on the last traverse station and read the magnetic bearing. Record this as the back bearing of the line in the traverse. 4. Sight B and read the instrument. Record this as the forward bearing of line AB. 5. Transfer the instrument to B. Sight on A and read the instrument and record this as the back bearing of line AB. 6. Proceed to the next station and repeat the above procedure of determining back and forward bearings for each line. Continue until the last traverse station is occupied and the forward bearing of the last line has been read and recorded accordingly. 7. With a plastic tape, measure the length of each line in the traverse. 8. Tabulate observed and adjusted…
vertical angle is 30°23’, and observed stadia intercept is 2.20m. The stadia interval factor at the measurement used 95.50m and C is 0.30m, if the height of the instrument is 1.62m, and the rod reading is taken 1.95m. Determine the HD, VD, ID, and DE. Given:K= 95.5mS= 2.2mC = 0.3mVertical Angle = 30°23’
FUNDAMENTALS OF SURVEYING Triangulation stations A,B, C and D has the following observation angles. Angle Values ACB 50 deg BAD 20 deg BCD 30 deg ABC 50 deg CAD 60 deg a. Find the angle CDB b. Find the angle BDA c. Find the angle BDC

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1) Given the following: COURSE LATITUDE DEPARTURE АВ 40 - 80 BC 80 -40 CD unknown unknown DA -90 50 a) What is length of course CD? (2 pts) b) What is the bearing of course CD? (2 pts) c) What is the perimeter of the traverse? (1 pt)