Question 1 Table1 shows the summary of a closed loop traverse carried out in campus by a group of students. If the coordinates of station 1 are (5000.00m N, 5000m E) and the bearing from station 1 to 9 is Calculate :- 0 a) the linear misclosure b) the coordinates of stations 2, 3, 4, 5, 6, 7, 8, and 9 Station 1 2 3 4 5 6 7 8 9 Left hand angle 83 112 153 149 156 163 147 160 132 28 29 04 52 50 19 36 22 26 06 51 29 15 19 31 55 25 39 Table Q1 Traverse Leg 1 2 2-3 3-4 4-5 5-6 6-7 7-8 8 9 - 9-1 Distance 461.663 94.937 90.609 98.565 113.880 100.435 103.915 144.069 233.011 17° 9' 35"

Question 1 Table1 shows the summary of a closed loop traverse carried out in campus by a group of students. If the coordinates of station 1 are (5000.00m N, 5000m E) and the bearing from station 1 to 9 is Calculate :- 0 a) the linear misclosure b) the coordinates of stations 2, 3, 4, 5, 6, 7, 8, and 9 Station 1 2 3 4 5 6 7 8 9 Left hand angle 83 112 153 149 156 163 147 160 132 28 29 04 52 50 19 36 22 26 06 51 29 15 19 31 55 25 39 Table Q1 Traverse Leg 1 2 2-3 3-4 4-5 5-6 6-7 7-8 8 9 - 9-1 Distance 461.663 94.937 90.609 98.565 113.880 100.435 103.915 144.069 233.011 17° 9' 35"

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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DUE NOW. Please answer it correctly. This is a Surveying Question. Thanks!
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4.) (10 Points) Latitude and Departure Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length 161.460 m Azimuth from North AB 228°20' ВС 180.490 m 267°43 CD 171.830 m 352°01' DE 229.700 m 82°12' EA 130.550 m 131°48' * Indicate the sign for latitude and departure Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Given the data of a mathematically closed traverse. LINE. ****** LAT ****** DEP AB ****** 19.77 ****** 11.88 BC ****** 17.33 ****** -16.6 CD ****** -45.02 ****** "a" DE ****** -12.54 ****** 29.55 EA. FA ****** "b" ****** 5 10 Type the letter of the correct answer 1. Find the value of 'a". A. -30.36 m B. -32.87 m C.-31.54 m D. -36.98 m Find the value of "b". A. 19.22 m B. 20.46 m C. 23.52 m D. 27.54 m 2.
Given the data of a mathematically closed traverse. LINE. ****** LAT ****** DEP AB ****** 19.77****** 11.88 BC ****** 17.33 ****** -16.6 CD ****** -45.02****** "a" DE ****** -12.54 ****** 29.55 EA, ****** "b" ****** 5.10 3. Find the bearing of line EA. A.N 22° E B. S 14° E C.N 14° E D. S 22° E 4. Find the Double Meridian Distance of line AB A. -16.16 m B. 13.21 m C. 11.88 m D. -12.58 m
HI! HELP ME WITH THIS PLEASE. TYSM
Q3): The following data were collected while running a closed traverse ABCDA. Calculate: Line AB BC CD DA 2- Linear misclosure 3- Traverse precision Length(m) 330 866.8846 411.0045 827 Sum=2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C 1358.7 D 1323.167 A (calculated) 500 Easting 500 491.84 = = Northing 500 170.1 172.62 582.059 500
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SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of line GA (b) Determine the bearing of line CD TRAVERSE DATA W/ OHITTED MEASUREMENTS UNE LENGTH (m) BEARING AB 550.00 S 80.00° W BC 295.00 N 40.00° W CD 610.00 DE 885.00 S 72.00° E EF 455.00 S 18.00° E FG 500.00 S 80.00° W GA N 30.00 W
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
No.5 only!!
Compute for the distance