omplete the table of information and calculate the difference in elevation of ation 0+ 020 and station 0+ 240 (10- pts.)

Q: Та Tb 15° 30° Td Tc 60° 75° W

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Q: V SOLVE FOR 900N ↓ imt in I [600 p/mn 2017 * m₂ : ~ 1200 p/m

A: Given data:

Q: Problem #4 Compute for the resultant of the given Parallel system and its relative position from…

A: Determine the resultant of the load and it's relative position from point A.

Q: ble 3 90 BM2 R STATION ΤΡΙ Table 4 BMI TP2 75 [B] at D 4.53 BS 5.21 Lille 1 AD DO 875 me.. IH [A]…

A: Back sight, fore sight, height of instrument and elevation of different stations is given in the…

Q: A line of levels 15 km is run on a soft ground to check the elevation of BM-2 which has been found…

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Q: 6-12. What is the angular misclosure of the closed traverse below? Ans.: A (a.) (b.) (C.) (d.) B85°…

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Q: HI PLEASE HELP CAN YOU HELP ME WRITE CONCLUSION (ATTACHED PHOTO ARE THE DATA AND RESULTS). ITS ABOUT…

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Q: TRIAL 2: COUNTERCLOCKWISE DIRECTION: No. of Full Partial Tape Length of Line Perimeter Line Length…

A: In surveying, traverse measurement is one of the works that is always done by the chain measurement…

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

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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,…

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Q: 2.(a) Round-off to the nearest thousandth: 47.24445 (b) Convert the angle 186° 20' (50+y)" into its…

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Q: 6) B 11.7 с 7 Ө A

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Q: P-400 of 2005

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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: Find the position of NA if 250*350 mm Ast is 1200 mm sq FE250. M25

A: This problem is related to RCC , Design concrete structure. In this Question given about Width and…

Q: 5) Convert the following angles to the sexagesimal system: 23 grad 75.245 grad 151.83 grad

A: sexagesimal system 100 grades (or. 100g) = 90 degrees (or 90°)

Q: Three stations P, R and Q are along the same plane. Angle of elevation of the top of signal of…

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Q: What is the back azimuth of a line has an ?azimuth 327°

A: Azimuth=327o

Q: Pls answer course BC asap

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Q: Convert to degree minutes and seconds (DMS): -132.8043°

A: Surveying Degree Minutes Seconds

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°…

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Q: 2. Compute the area of the whole lot. Lines Lat Dep DMD Double Area AB -310.95 469.84 BC 112.87…

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Q: The azimuth from south corresponding to N 69°21' W is Select the correct response: O 249-21 O 159-21…

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Q: STA BS HI FS IFS ELEV BMa 0.95 125.50m 0+ 00 3.0 + 10 2.3 TP1 3.13 0.64 0 + 22 + 30.5 + 34. 2 + 39.3…

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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: Corners Adj. Lat Adj. Dep АВ 80.20 -40.10 ВС -40.13 -36.82 CD 70.18 50.40 DE -30.14 30.36 EF 60.16…

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Q: STA BM-100 0+10 0+12 0+ 16 4 0+22 TP1 0+34.2 0+34.3 +42 5 TP2 0+45 1+ 48 6 BS HI FS IFS ELEV 328.70…

A: When the height of a point is its vertical distance up or down the surface of a reference plane it…

Q: Find the horizontal length

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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: COMPUTED CORRECTION BALANCED COURSE DISTANCE BEARING LAT DEP LAT DEP LAT DEP AB 495.85 N 05°30' E BC…

A: Latitude is Lcosθ Departure is Lsinθ    Latitude Correction=-LengthPerimeter × Latitude…

Q: Given PLat 8+ 272.311, A = 24°24 20", and R = (midordinate), and the stations of the BC and EC. 500…

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Q: - A 500 mm x 500 mm square tied column shown is reinforced with 10- 26 mm diameter bars with a steel…

A: Given:- The dimension of the column = 500 mm × 500 mm  The steel reinforcement provided = 10-26 mm…

Q: QI: - Find the difference in height between the readings (A & 10 E 09 C05 E C05 04 E E03 E. 08 04 E…

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Q: ree of static indeterminac

A: Given:- Beam To find:- degree of static indeterminacy

Q: 200h sooN 200N 3m 3m 'R, "y at point C

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Q: THE MAGNITUDE OF THE RESULTANT O TOTAL MOMENT ACTING ON POINT "A" TOTAL MOMENT ACTING ON POINT "B“ ο…

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Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.