2. Complete the mising data. UNE DISTANCE (meter). BEARING 1-2 123 4450 140.2336 146.3536 1648688 194.7219 S7345E N 18.19E 2-3 34 4-5 $7421E S 19.71W S81.90 W N 52.88 W 5-6 6-7 7-1 96.3024

Q: C 105 22 B 118 37 Sta A C . D E 108°28′ E B 120 28 N30°00'W MERIDIAN 87°05' DEFLECTION ANGLE A ANGLE…

A:

Q: Distance, m N 15deg 37' E S 77 deg 30' E S 77deg 36' E S 3deg 19' W N 73deg 37' W S 73deg 31 W N…

A:

Q: totsa 1m [102 Find The deflection at Doint AFH 6 Oc день TOEN A € B Im EI 25 как E 2EI F 4m

A:

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

A: LINE LENGTH (l) BEARING θ LATITUDE (L) DEPARTURE (D) AB 550 S 80.00° W 260° -95.51 -541.64…

Q: A traverse survey was performed and the following data was recorded. I.S. TGT F/S HORIZ.CIRCLE SIDE…

A: Observation Table I.S TGT F/S Horizontal Circle Reduced Angle A E L/R 106-47-00 56-53-00   B…

Q: Q1): A field book is reproduced below in which some readings marked as (x), are missing. The true…

A: We have to determine the complete all missing data and perform all asthmatic checks and compute…

Q: 2)Given the following set of stadia level notes. FORESIGHT VERTICAL BACKSIGHT STA STADIA VERTICAL…

A: The formula to calculate the height of instrument : at station A:Height of…

Q: For 0° <0< 360° find the angles that satisfy the equation cos(0) = -0.0314

A: Given: The equation is, Where,

Q: 5. ARBA BY DMD. For the and . adjusted departures shown in the accompanying tabula- tions, determine…

A: To find area of both the traverse

Q: The following consecutive reading were taken with a level and 4m leveling staff ground at common…

A: Common interval = 30 mElevation of point A = 220.50 mTo calc:1) Reduced levels of points given2)…

Q: Compute the DPD of each lines (AB, BC, CD, DE, EF, FA)

A:

Q: Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60 S7-59E DE 753.40 S80-00W EA…

A: Given:-

Q: COURSE DISTANCE (m) BEARING AB 105.67 N 30.15° E BC 126.15 N 74.18° E CD S 40.31° E --- DE 127.77 S…

A: A closed traverse ABCDEFA is given in which length of CD and bearing of FA is missing and it has…

Q: 4. Convert 150 o to radians 5. Convert 5. 64 rad to degrees G. Convert 2 2. 6 78 ° TO degrees,…

A:

Q: Observed Bearing computed Correation internal angle Adjusted values Iemal Perwerd back angle Sta…

A: Internal Angles Angle A = 210o40I + (360o0I - 332o0I) = 238o40IAngle B = 96o10I - 30o40I =…

Q: Solve for the bearing of course FA. (answer format: in two decimal places and indicate direction,…

A: Calculation of Bearing of FA###

Q: 10 - convert angle 1.497 rad to degrees a) O 850: 55:48" b) 269o: 48':55* C) 850: 48':S5“ d) 269o:…

A: The conversion of radian to the degree is done by multiplying the factor 180π,

Q: STATION DIRECT DOUBLE MEAN REMARKS DEFL. DEFL. DEFL. Azimuth 111 - 112 = 121° 21' 111 147° 01' 293°…

A: Station Direct Double Mean Remark 111 147°1' 293°59' 147° (147°1'+293°59')/3 112 116°11' 232°22'…

Q: CCURSE DISTANCE (m) 496 REARING COURSE DISTANCE (T) 1021 1118 661 REARTNG S 12°25' E S 83°44' x N…

A: COURSE DISTANCE (m) BEARING AB 496 N05°30'E BC 851 N46°02'E CD 856 S67°38'E DE 1021 S12°25'E…

Q: HI HELP PLEASE WITH THE OBJECTIVE, INTRODUCTION AND CONLUSION(ATTACHED PHOTO ARE THE DATA AND…

A: To determine the elevation difference between BM-a and BM-b.

Q: omplete the table by filling the shaded parts. Show full solution a. Find LEC, REC and BSE.

A: LINE bearing(θ) bearing in radians Length (L) Lat(LCOSθ) departure(LSINθ) Correction in lat…

Q: Forward Backward Line Bearing Bearing S 37deg. N 37deg. 1-2 30min. 30min. W E 43deg. N 44deg. 2-3…

A:

Q: Tabulate the computed values accordingly. Length, Calculated Bearing LATITUDE DEPARTURE UNE +N -S +E…

A:

Q: STATIONING PC PT PC2 PCC PT2 PC3 PRC PT3 END

A: Station of end point of curve = Station of starting point of curve + Length of curve Stationing is…

Q: STA STA DISTANCE DEFLECTION ANGLE OC OBS (m) 64°49' (L) 90°17' (L) 70°39' (L) 101º58' (L) A 475.48 m…

A:

Q: N87°30'E 589.06 m B 3 Unknown Bearing 654.06 m Unknown. Bearing 686.66 m .---- -- S 42°45'E 656.98…

A:

Q: LINE DISTANCE BEARING CD 20 m S 850 20' E СА ? N 280 15' W СВ N 650 30' E DA ? N 700 W DB ? N 80°…

A:

Q: Calculate the bearing of line P-O. Ans.: S N77° 19'21'E Rored azimuth 113° 10'54" 47° 44'46" Q…

A:

Q: AbjusT THE QUA DRILATERAL USING SNGLE coveTION ALD SIDE tonpITION EQUKTYOH. ANCLE OBSERVED ANGLE 81…

A: After the Fieldwork of measurements of angles, there is a need for adjustment of angles. The angle…

Q: STA BS HI FS IFS ELEV BMa 0.95 125.50m 0 + 00 + 10 3.0 2.3 TP1 3.13 0.64 0 + 22 2.7

A: The elevation is generally the vertical distance from a datum that is the sea level, to a point on…

Q: STA BS HI FS ELEV BM1 2.883 130.016 127.133 ТР1 2.743 129.710 3.049 126.967 ТР2 2.855 129.876 2.690…

A: Leveling is the linear measurement process in which we establish the leveling instrument and…

Q: Observed Bearings Computed Adjusted Values Length (m) Sta Internoal Angle Corr Interior Angle Line…

A: Angles inside a closed traverse are called interior angles. Angles right are measured after scanning…

Q: واجب 1 الزوایا ... Compute the magnetic bearing of the lines below with the whole cirele direction…

A: Consider If deflection is toward north ;

Q: From the given data of a closed traversed, Line Bearing Distance AB S. 8deg. 51' W. 126.90m. BC…

A:

Q: STATION H.I H. ANGLE H. DIST V. DIST ELEV. ft ft ft Instrument station #1 (between BM and station…

A: Height of the instrument =elevation +vertical height and   elevation =height  of indtrument -vetical…

Q: Q10/ If you have the following records listed in the table below: Find the area of the traverse…

A: ∆x is the departure of the lines ∆y is the latitude of the line DMD is double meridian distance and…

Q: FUNDAMENTALS OF SURVEYING   SHOW YOUR SOLUTIONS AND WRITE IT PROPERLY SO THAT I CAN EASILY…

A:

Q: ?근 d=0:02 m 7m Lalom Uso-2% Frnd Z 2.

A: Given:pressure at point 1    P1=104 KN/m2  and HEad Z1=7 m   and velocity V1=0at point 2    P2=0…

Q: %Y. 36 ull 0 1,0K/s Asiacell 3 Reciprocal ranging is employed when

A: Reciprocal ranging is employed when the ranging rod from one station is not visible from other…

Q: A closed traverse has the following data: Course Bearing Distance 1-2 N9.27deg.E 58.7m. 2-3 S 88.43…

A:

Q: Item Answer Length of connecting line Bearing of connecting line Length of BC Bearing of DA

A:

Q: 1. Complete the table using Compass Rule Bearing S563 E Course AB BC CD DE EF FG Total: Distance…

A:

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.