Show your table.10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data fortwo different traverses.LATITUDEDEPARTUREAZIMUTHLINEDISTANCEFROM SOUTH+N-s+E-w352.0499°45'154 00242 30353 15'60.49164.64AB:357.20 m80.30вс183.18CD430.05198.57381.46422.2349.97DA425.18+ 423.70-422.23+ 431.43<-432.34Sums1395.61 m(ESL)(ΣΕD)(Z WD)(ENL)(D)COURSEAZIMUTHLATITUDEDEPARTURELENGTHFROM NORTH+N-S+E-W380. 38 m51 9.30CDo*50'296*06'205 54'135 20'380. 345.53DE228.46466.35303.08EF693.87624.18FG417.98297.27293.8333 27'95 39'GH403.93337.03222.65HC249.0024.51247.79Sums2664.46 m+945.83-945.96+769.80-769.43(D)ENL)(ESL)CZED)(EWD)For each set of traverse data, balance the latitudes and departures by the transit rule. Alsodetermine the linear error of closure, bearing of the side of error, and the precision of themeasurements made. Tabulate all observed and calculated values into a convenient format andprepare a sketch of the adjusted traverse.

Show your table. 10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two different traverses. LATITUDE DEPARTURE AZIMUTH LINE DISTANCE FROM SOUTH -s +N +E -W 352.04 80.30 99°45' 154*00! 242 30 353 15' 60.49 AB. вс 357.20 m 164.64 198.57 183. 18 381.46 430.05 425.18 CD 422.23 49.97 DA + 423. 70 +431.43 -432.34 -422.23 Sums 1395. 61m (ENL) (ESL) (ZED) (ZWD) (D) AZIMUTH LATITUDE DEPARTURE COURSE LENGTH FROM NORTH +N -s +E -W 380. 38 m 51 9.30 CD O*50' 296*06' 205 54' 135 20' 33 27' 95 39' 380. 34 5.53 DE 228.46 466.35 303.08 EF 693.87 624.18 FG 417.98 297.27 293.83 GH 403.93 337.03 222.65 HC 249.00 24.51 247.79 Sums 2664.46 m +945.83 -945.96 +769.80 -769.43 (D) ENL) (ESL) CEED) (ΣWD) For each set of traverse data, balance the latitudes and departures by the transit rule. Also determine the linear error of closure, bearing of the side of error, and the precision of the measurements made. Tabulate all observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse.

Show your table. 10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two different traverses. LATITUDE DEPARTURE AZIMUTH LINE DISTANCE FROM SOUTH -s +N +E -W 352.04 80.30 99°45' 15400! 242 30 353 15' 60.49 AB. вс 357.20 m 164.64 198.57 183. 18 381.46 430.05 425.18 CD 422.23 49.97 DA + 423. 70 +431.43 -432.34 -422.23 Sums 1395. 61m (ENL) (ESL) (ZED) (ZWD) (D) AZIMUTH LATITUDE DEPARTURE COURSE LENGTH FROM NORTH +N -s +E -W 380. 38 m 51 9.30 CD O50' 296*06' 205 54' 135 20' 33 27' 95 39' 380. 34 5.53 DE 228.46 466.35 303.08 EF 693.87 624.18 FG 417.98 297.27 293.83 GH 403.93 337.03 222.65 HC 249.00 24.51 247.79 Sums 2664.46 m +945.83 -945.96 +769.80 -769.43 (D) ENL) (ESL) CEED) (ΣWD) For each set of traverse data, balance the latitudes and departures by the transit rule. Also determine the linear error of closure, bearing of the side of error, and the precision of the measurements made. Tabulate all observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Azimuth (N) Observation Distance (m) 231.56 AB 176°47'15" ВС 137.98 203°23'23"

Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

Q: Given the data of a mathematically closed traverse. LINE. ****** LAT ** ***** DEP AB ****** 1977…

A: From the principle of closed traverse Summation of Latitudes and departure should be equal to zero.…

Q: RENATA y): For the traverse shown in Figure 1, point P has coordinates of x-110.110 m, y=165.220…

A: We can adjust Latitude and departures by 2 methods . 1) Compass rule . 2) Transit rule .

Q: Using the adjusted deflection angles, solve for the linear error of closure, bearing of the side of…

A: ADJUSTMENT OF TRAVERSE BY COMPASS RULE Latitude = Lcosθ Departure = Lsinθ (L is length of course and…

Q: . Given in the accompanying tabulation are the observed data for a closed traverse obtained from a…

A: To Determine latitude and departure of each course, linear error of closure, bearing of the side of…

Q: titude and Departure Given the observed data of a closed traverse, determine the latitudes and…

A: From given data, Lattitude of a line = LxCos(Ɵ) Departure of a line = LxSin(Ɵ) Where, L =…

Q: CLOSED POLYGONAL TOPOGRAPHY FIND Linear error

A: length and bearing both measured for different line of traverse. latitude and departure calculation…

Q: Q3) The following corrected azimuths were calculated in a traverse of (ABCDEA), calculate: 1-The…

Q: Item Problem No. The following close traverse data are collected in the field by the students of GE…

A: As per our guidelines we are supposed to answer only one question. Kindly repost the other questions…

Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…

Q: SITUATION. A closed traverse survey data is shown below. TOTT Course AB Distance Departure +950…

Q: 616.05 690.88 64 21'15" 64° 53'30" B 206° 35'15" Field data unadjusted 107°33'45" D 96° 38'45"…

Q: What is the correction for the latitude of BC using the transit method? Line AB BC CA a. 183.789 b.…

A: To Determine :- correction for the latitude of BC using the transit method.

Q: Line Length Azimuth AB 357.20 99°45' BC 183.18 154°45' CD 430.05 242°30' DE 425.18 353°15' Using…

Q: Compute for the following and show the tabulated solutions: Azimuth (S) LINES AB Length 1,020.87 m…

A: Given Data: It is asked to compute latitudes and departures and bearings of travers lines.

Q: Part B Calculate the y-coordinates for the other stations. Express your answers, separated by…

Q: A traverse has the following survey notes. Using the transit rule, determine the adjusted length of…

Q: Given the data of a mathematically closed traverse. LINE. ****** LAT ****** DEP AB ****** 19.77…

Q: Find the angle CBD

A: Solution : Consider ∠CBD=α∠BDA=β∠BDC=r

Q: 9. COMPASS the observed and calculated data for two different transit- tape surveys: RULE. Given in…

A: *Multiple questions* As per our guidelines we are supposed to answer?️ only one question. I have…

Q: Problem Solving (Show the corresponding solution) 1. In a closed traverse ABCDE running…

A: To Determine Missing length of line CD and Missing Azimuth of line BC. Concept Latitude = LCosθ Σ…

Q: Calculate the latitudes, departures and closing error for the following traverse ABCDA. Adjust also…

A: Line length(m) Azimuth(AZ) Lattitude Departure AB 210.05 44° 31' 10'' 149.76 147.27 BC 241.95…

Q: cem Problem No. The following close traverse data are collected in the field by the students of GE…

Q: 4. The prizimoidal method is used to compute the ......... a. Distance b. area c. volume

A: To Determine:Prizimoidal method used in computation of Theory:Prizimoidal method : It is used to…

Q: Given in the accompanying tabulation are the observed data for a traverse obtained from a transit-…

Q: Finally, balance the traverse survey by employing the transit rule. Write your solutions completely…

A: ADJUSTMENT OF TRAVERSE BY TRANSIT RULE. Latitude = Lcosθ Departure = Lsinθ Correction in LAT =…

Q: A. The computed length of course EA. B. The identified bearing and azimuth of course EA.

Q: 1. Given the accompanying tabulation are the observed data for a closed traverse. Determine the…

A: A closed traverse data is given in the table

Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…

Q: S 15°36 W 24.22 m S 69*11' E 15.92 m N 57 58' E s 80 43 W ad the distance CD in meters. a. 81.20 m…

A: Given that closed traverse. In closed traverse sum of latitudes is equal to zero.. And also Sum of…

Q: Calculate latitudes, departures, and closing error for the following traverse conducted at Delhi.…

Q: Answer fast.

A: Approach to solving the question: To calculate the azimuths for each segment, we will follow these…

Q: From the field notes of a closed traverse shown below, adjust the traverse using transit rule. LINES…

Q: TOPOGRAPHY SORT OUT Linear error Precision Exterior angles at each of the stations Chained Polygon…

A: General: Since you have posted a question with multiple sub-parts, we will solve the first three…

Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

Show your table.
10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for
two different traverses.
LATITUDE
DEPARTURE
AZIMUTH
LINE
DISTANCE
FROM SOUTH
+N
-s
+E
-w
352.04
99°45'
154 00
242 30
353 15'
60.49
164.64
AB:
357.20 m
80.30
вс
183.18
CD
430.05
198.57
381.46
422.23
49.97
DA
425.18
+ 423.70
-422.23
+ 431.43
<-432.34
Sums
1395.61 m
(ESL)
(ΣΕD)
(Z WD)
(ENL)
(D)
COURSE
AZIMUTH
LATITUDE
DEPARTURE
LENGTH
FROM NORTH
+N
-S
+E
-W
380. 38 m
51 9.30
CD
o*50'
296*06'
205 54'
135 20'
380. 34
5.53
DE
228.46
466.35
303.08
EF
693.87
624.18
FG
417.98
297.27
293.83
33 27'
95 39'
GH
403.93
337.03
222.65
HC
249.00
24.51
247.79
Sums
2664.46 m
+945.83
-945.96
+769.80
-769.43
(D)
ENL)
(ESL)
CZED)
(EWD)
For each set of traverse data, balance the latitudes and departures by the transit rule. Also
determine the linear error of closure, bearing of the side of error, and the precision of the
measurements made. Tabulate all observed and calculated values into a convenient format and
prepare a sketch of the adjusted traverse.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Trending now

This is a popular solution!

Step by step

Solved in 8 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed points A and B is 15 m and the horizontal distance between them is 35 m. With transit at Station O, additional information was obtained as shown in the table. Determine the stadia intervals at A and B. Assume K=100 and C = 0. Occupied O Station Observed A B B RR (m) 1.863 1.500 S ? ? A VCR 12° 10°
10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two different traverses. LATITUDE DEPARTURE AZIMUTH FROM SOUTH LINE DISTANCE +N -S +E 99°45' 154 00' 242 30' 353 15' AB 357.20 m 60.49 352.04 183. 18 164.64 80.30 CD 430.05 198.57 381.46 DA 425.18 422.23 49.97 Sums 1395.61m + 423. 70 -422.23 +431.43 -432,34 (D) (ENL) (ESL) (EED) (E WD)
29
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 9. Find the length of line CD. A. 54.30 B. 32.10 C. 47.22 D. 50.01 10. Find the area of traverse. A. 1360.14 sq. m B. 2532. 42 sq. m C. 1256.68 sq. m D. 2680.52 sq. m
Given in the accompanying tabulations are the observed the data of a traverse. Compute the following: Adjusted Latitude of line DA Adjusted Departure of line CD Adjusted Latitude of line BC Adjusted Departure of line AB Total Adjusted Length
Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed points A and B is 15 m and the horizontal distance between them is 35 m. With transit at Station O, additional information was obtained as shown in the table. Determine the stadia intervals at A and B. Assume K=100 and C = 0. Occupied O Station Observed A B B RR (m) 1.863 1.500 S ? ? A VCR 12° 10⁰
Use compass rule. Express your answer in 4 decimal places. • Determine the adjusted angle of bearing of AB in degrees. • Determine the adjusted length of CD in meters. • Determine the adjusted length of AB in meters using transit rule.
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.
Latitude and Departure Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length Azimuth from North AB 161.460 m 228°20’ BC 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. (Please provide a proven solution. Be mindful about the decimal places. Kindly answer this accurately. Thank You so much)
I. TRANSIT RULE. Given in the accompanying tabulation are the observed data for a traverse obtained from a transit- tape survey. De- termine the latitudes and departures of each course and balance these quantities by employing the transit rule. Tabulate values accordingly. COURSE LENGTH AB BC CD 495.85m 850.62 855.45 AZIMUTH FROM NORTH 5°30' 46 02' 112°22' COURSE LENGTH 1,020.87m 1,117.26 660.08 DE EF FA AZIMUTH FROM NORTH 167°35' 263 44' 304°51' 2. ADJUSTMENT OF LENGTHS AND AZIMUTHS. Given the observed and calculated data in Problem No. I. Determine the adjusted length and adjusted azimuth (reckoned from north) of each course and tabulate values accordingly.