On the drawing below, Datum feature B is perpendicular to what? D Ø3.000 .020 4X Ø.395-.430 0.020MABMCM 45° .375-.395 +.000MABM C Ø2.000 A Ø.500-.510 +0.010M ADM 0.005MA B

Q: ELEVEATION 154.375 POINT BS HI FS ВМ35/TР1 SET UP 1 1.255 1.100 TP2 SET UP 2 0.465 2.095 ТРЗ SET UP…

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Q: H.W: From the base line AB, the linear measurements (offsets) are taken to setting out a rectangular…

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Q: Q7: A level instrument at a height of 1.320 m has been placed at a station having a Reduced Level…

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Q: situation 2] Given the following technical description of a closed traverse, Length, m 255.75 Course…

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Q: Compute the adjusted length of inie AC

A: We know from compass rule  Correction for latitude is given by CL*L∑L Correction for Departure is…

Q: From the given data below Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60…

A: Given:-

Q: 3m 45

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Q: From the given data below Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60…

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Q: 17+55m Eld

A: From above given problem:  1)Types of traverse based on shape:       a) open traverse      b) closed…

Q: Find the centroid along x- axis of the shaded area. x - axis mm. O 135.4 y O 183.7 O 169.8 O 164.6…

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Q: 1. Given the connection shown below carrying a load P = The connection consists of four pieces 20mm…

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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: 345 67 89 1o I1 2 200 b00 Find Pot Fil_assumeis87

A: Note: Hi! Thank you for the question as per the honour code, we’ll answer the first question since…

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: 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: Compute the area of the following shape in (Dunam, Evlek, m2):

A: Join B to E and C to E. So that we can find area of ∆CDE, ∆BCE and ∆ABE and area of circular segment…

Q: Closed Traverse 65 13 95 19' B D 216 19 67 06' E 96 03 A Determine the following: 1. back azimuth of…

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Q: STATION BS HI FS ELEVATION REMARKS BM1 1.40 100 TP1 6.50 3.23 TP2 4.42 0.04 TP3 3.43 0.42 TP4 3.02…

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

Q: Given the table shown below, calculate the bearing of line DE. Distance (m) 668.15 670.32 610.68…

A: Whole circle bearing: These are measured clockwise direction with respect to the direction of north.…

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

A: Azimuth=327o

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: If the elevation of A (benchmark) is 45.074 m, formulate A, B, L and X matrices to adjust the…

A: Given:- The elevation of point A = 45.074 m  The following leveling data is also given From To…

Q: X Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by…

A: Pointx, fty, ftA500500B1000600C15001100D13002000E7001800F3001000Angle theta =47o

Q: Q3/ from the travers below find; A; the interior angles (F, G, H,J, K) B; bearing direction of ( FG,…

A: Given data  Bearings To find Angles Directions

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

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Q: Adj. Lat. 490.71 m. Adj. Dep. Course AB 47.27 BC 587.12 608.89 D CD -327.41 786.78 DE -1002.76…

A: solution  we known that sum of the latitudes of the closed traverse = 0  and sum of the departures…

Q: Corners Bearing N28D16'W Distance 1-2 55m 2-3 79D21'E 30m 3-4 S63D26'E 60m 4-1 S69D34'W 63m…

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Q: Deparrtese Azimuth line Distanze frem. Latitude, Calcalated Comection Corected Coleulated Conrection…

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Q: If the 4 holes in the drawing below are produced at .410" in diameter, what is the total positional…

A: This question is from engineering drawing Actual hole diameter is given= 0.410" We are asked to find…

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

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Q: AB N I 1 15°19'27" / OBC -DE OEA OCD AB = 87° 50'17" OBC= 78°53'09" OCD 120° 47'17" DE-69°32'42.5"…

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Q: Find the centroid along x - axis of the shaded area. x - axis = _in. O 2.35 O 2.49 7.5" O 3.66 4.5"…

A: solution consider this figure into area of semi circle and area of triangle…

Q: →20 nPa

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

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Q: 12 wedge A. 2865 N B 2685 N c) 2391 N D 1392 N 3224 N F 1932 N G) 3422 N H) 2586 N

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Q: Line Length Pg Up Pg Dn 44 Observed magnetic azimuth Computed magnetic beaning Backward Forward…

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Q: +he quadrilateral measured by tape:. MEA SURING ANGLES TAPE. In ABCD WITH shown in Fig. I1-18, the…

A: Given All the length of sides of the Traverse (quadrilateral) and diagonal.  To find All the angles…

Q: - Given the table shown below, calculate the bearing of line DE. Distance (m) 668.15 670.32 610.68…

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Q: HI = 1.496 ELEVATION OF PT A: = 200 K = 99 HAIR READING MIDDLE LOWER 1.589 VERT. STADIA DISTANCE…

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Q: LATITUDE LENGTH BEARING DE PARTURE COURSE (m) +N -S - W N58 32'w S 35° 10'w 348.78 668. 15 670. 32…

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Q: Sef Mem CALD B C AB BC CD DA Tength Bearinte SX 425 Lsino 2815 LCD LDA 159° 30.00 14.883. 221° 6200…

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Q: Determine the graph and conversion of the following angles. 1. Convert the following azimuth…

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Q: FIND CENTROID (C.4.) FIND Ix WIZX40 A-1して in Ix307m W12X40 WT 6X20 A- 5.84 エ14.イm ye1.09 im. WIZX40…

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Q: Determine static indeterminacy

A: Given data : Total number of external support reaction (R)=3+3+3=9 Number of member (m)=3 Number of…

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