X100 + 200 + 250 + 300 35. x400 x450 x350 250 +300 x 500 x400 150 500 Soo e contour lines for the given levels. E0 meters

Q: verse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25' E S 83° 44' W…

A:

Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

A:

Q: E50 1.56q + 0.56 log 99 + 0.044q. + 0 %3D 1000 52500 99

A: 501000=1.56q052500+0.56 log(99+0.044q099)+00.05=1.56q052500+0.56log(99+0.044q099)+0multiplying whole…

Q: LINE LATITUDE (m) DEPARTURE (m) АВ 100 50 ВС 200 200 CA -300 -250

A: Calculating the DMD(Double meridian distance): Double meridian distance of any line=DMD of preceding…

Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

A:

Q: 30 4 7OKN 45° 100 KN OKN ラFy=? ラFメ =? %3D RF = ? ひ=?

A:

Q: W= 25 Y= 155 %3D 1oow= 2500 KN 27= 310mm X= 475 Z= 60 10Z=600mm %3D

A:

Q: Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine…

A: Given:- Line Length Bearing AB 589.06 m N87o30'E BC 291.86 m N30o30'E CD 656.98 m S42o45'…

Q: 5. DATA AND RESULTS 5.1. Profile Leveling BS STA (m) 1.28 BM1 0+000 0+010 0+020 0+030 0+040 0+050…

A: Given, To determine, Remaining of the elevations

Q: SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of…

A: A closed traverse is given in tabulated form and it has been asked to determine missing data. Please…

Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25'…

A:

Q: Problem 2 Fill up the missing data Draw the traverse. LINE AB BC CD DE EF DISTANCE(m) 42 35 80 80 45…

A: Given: Length of AB=42 m Length of BC=35 m Length of CD=80 m Length of DE=80 m Length of EF=45 m…

Q: 2. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 152 N 21°00' E 2-3 98…

A: Given closed traverse For closed traverse summation of latitudes and departures is equal to zero…

Q: only typing

A: This question is related to Engineering mechanics from Civil Engineering Given -  Equation y=5-6x…

Q: POINT NORTH/SOUTH DEGREES MINUTES EAST/WEST DISTANCE (M) 0-1 19 21 E 530.49 1-2 N 81 21 w 23.59 2-3…

A: Given, POINT LENGTH (L) BEARING (θ) LATITUDE=Lcosθ DEPARTURE= Lsinθ 0-1 530.49 S19°21'E -500.52…

Q: A closed traverse has the ff. data: Lines Distance Bearing S 70° 29' E S 26° 28' E S 65° 33' W N 45°…

A: Correction of Traverse by Compass Rule Correction in LAT = - ( Length of the course / Perimeter) *…

Q: Surveying )Find the FB. of the following lines from their B.B. Line AB=75° 30', Line CD=110° 30'…

A: Given, Fore bearing of , Line AB=75° 30' Line CD=110° 30' Line EF=220° 30' Line GH=280° 30'

Q: Problem 3 Below is a profile level notes, indicate the missing data, show arithmetic check, and draw…

A: station B.S H.I F.S I.F.S Elevation BM1 1.08 36.56     35.48 1+000       2.01 34.55 1+020…

Q: In the accompanying tabulations, the length and direction of one side are unknown. LINE AB BC…

A: A closed traverse bearing and length have been given in the tabulated form and it has been asked to…

Q: A simple curve connects two tangents XY and YZ. The survey data are the following: Bearing of XY = N…

A: Given Bearing of XY = N 85030' EBearing of YZ =S 68030' EStation of Vertex/ Intersection…

Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25'…

A: Please refer the below mentioned closed traverse diagram--》

Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25'…

A:

Q: Given the following data on the table. Fill up the needed data. Balance the traverse by transit…

A:

Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

A:

Q: Calculate the plastic moment strength about the strong axis of a built-up I-beam with flange plates…

A:

Q: 18. From the shown figure below, determine the unknown data. LINE LENGTH BEARING AB 415.50 N70 15'E…

A:

Q: 3700 500 3850 450 B 2700 450 630 3820 4 2900 175 1 3 А 2

A: The staff reading taken firstly as back is termed as Back sight (B.S.) The staff reading taken in…

Q: 17. Referring to Fig. FOS-SP-008, the observed interior angles are: A = 100°45'37", B = 231°23'43",…

A: To compute Corrected interior Angles of the Traverse.

Q: net area along 4,5,2,6,7

A: Given data, Width of the plate= b= 150mm Diameter of the rivet= d0= 20mm Thickness of the plate = t…

Q: LINES BEARING DIST AB N 32 27' E 11 BC S 8 51' W 83 12 CD

A:

Q: AZIMUTH 225°00 LINES DISTANCES A-B 1200 m B-C 346 00 1400 m C-A 票 畫 E ----- N-

A:

Q: W 8x40 C 8x13.75 Find lx bf

A:

Q: The length of line on map is 20 cm and length of line on aerial photograph is 150 mm. If scale of…

A:

Q: Length Line DIRECTIONS (meter) AB 500.65 Azs = 210° 1O' 50" BC 600.54 Azs = 149° 9' 35" CD 605.12…

A:

Q: How to calculate the mean elevation? The 200, how we arrive on that elevation

A: As we know that the mean elevation between the contours is mean of the elevation values of the index…

Q: The scale of the photograph is 10cm = 100m. The photograph size is 23 cm x 23 cm determine the…

A:

Q: A straight line of length 15 km to be represented on the map (1in-4mile) What will be its length on…

A:

Q: Compute the area of the traverse data shown.

A: DMD of 1-2 =-30DMD of 2-3=-30-30+20=-40DMD of 3-4=-40+20+60=40DMD of 4-1=40+60-50=50Find Double area…

Q: 40 mm 30 mm- 10 mm X 5 mm -60 mm- Y₁ 1 Y ---X -60 mm 5 mm T 5 mm -100 mm

A:

Q: Given the following data on the table. Fill up the needed data. Balance the traverse by transit…

A:

Q: Compute GCD of the following pair of numbers: 51 and 357 11571 and 1767

A: 1. For the first pair, 51 = 3 x 17 357 = 3 x 7 x 17 2.  For the second pair, 11571 = 3 x 7 x 19 x 29…

Q: From the ff data of measuring over level ground, determine the: a) b) c) Length of 1ine BA Mean…

A:

Q: 2. In a length ABCDE, the length of the sides DE and EA could not be measured. Determine the missing…

A:

Q: Q1- Draw the Profile Leveling with suitable Horizontal and Vertical Scale? A Station 0.00 10.00…

A:

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.