Course Bearing  Length Interior Angle (Right) AB S 50°54'23'' E 329.722 m A = 120°07'10'' BC   210.345 m B = 59°39'10'' CD   279.330 m C = 248°00'57

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: Find all the bearings and azimuth. Bearing EF is N90˚0'0"W

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Q: and accurately the interior angles of the traverse.

A: This question is from Surveying.

Q: Find MG

A: Data given Find : Metacentric height

Q: 0.6 m - 0.6 m → 0.6 m -- 0.6 m 900 N/m 50° B Cl 2

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Q: Missing data Length Bearing АВ 102.84 N 54d 47m E BC ? S 44d 46m E CD 77.25 S 54d 21m W

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Q: Compute the azimuth from north of line CD. Azimuth AB = 105°26'32"; angles to the right ABC =…

A: Azimuth of AB = 105°26'32''Angle to the right ABC = 52°54'26''Angle to the right BCD = 36°36'38''…

Q: What is the error of closure?

A: Given:Reduced level of bench mark-10=701.32'We know that,Height of instrumentHI=R.L. of B.M. of…

Q: Compute the elevation of reservoir C. CHOICES: a.835.06, b. 538.06, c. 853.60, d. 583.60

A: This is a junction flow problem which can be solved by using bernouli's theorem between surface of…

Q: ● Find the total area of rectangle below Close traverse W N O | 131 S 5 m.

A: Distance and bearing of the traverse is given as Line Distance (m) Bearing AB 3 m 31o BC 5 m…

Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

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

Q: DIFFERENTIAL LeuEL IN PROBLEM # 4.72 8.19 2,16 :6.3) 3,04 6.72 3,15 BM Eleu TP #2 TP #3 TP FLeu lo00

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Q: Determine the elevation of the higest point.

A: Use equation of submit curve

Q: Example - : The bearings of a closed traverse ABCD are as under. Calculate ncluded angles and apply…

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

A: Given: The equation is, Where,

Q: Given the following data, calculate the elevation of hilltop point B. Slope dist., S Zenith angle…

A: Given data: S=2935.260mZenith angle (Z)=108°43'37''BM EA=308.420m Figure:

Q: 3.015 0.780 0.462 Level H position 4 3.250 |1.925 |2.554 1.786 |0.927 1.983 3.589 1.305 1.422 0.571…

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Q: Compute adjusted forward bearings of the following open traverse;

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Q: Draw the longitudinal section ( profile) of the leveling process if vou know that the elevation of…

A: Assumptions:(1)- Since No Specific angle/Bearing is Given , so we are Considering The Offset as a…

Q: The following Bearing of close traverse ABCD were observed. line AB BC CD DA alculate the included…

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Q: W₂=2rad/s A 3" B 1 Figure 1 TO INFINITY 90° TO INFINITY F

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Q: Hi! Help me with this please. Thank you so much! A dumpy level is set up at one end of a line 160m.…

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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: Given the closed traverse data. Lines Bearing Distance           AB N20o E 20.35…

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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: 32. Compute for the area by using DMD and DPD method.

A: Using DMD method - Line Bearing Distance Latitude  Departure DMD 2A AB S36.46W 44.84 -35.624…

Q: ?What is the elevation of point BM1 in the below table if you know that the elevation of BM2 is…

A: Explained below

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: HI = 1.496 ELEVATION OF PT A: = 200 K= 99 HAIR READING VERT. STADIA DISTANCE STA. OCC| STA. OBS…

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Q: A load P will be supported by a structure consisting of a rigid bar ABCD, a polymer [E = 2,300 ksi;…

A: ##Calculate the normal force in.     bar 1 when rigid bar ABCD connected to bar 1 and bar 2 due to…

Q: 26.) Given the following data of a closed traverse LINE DISTANCE (M) BEARING 1-2 42.2255 N 17° 35' E…

A: A closed traverse bearing and length of each side is given in the tabular form as represented in the…

Q: 3. If gage A reads -20 kPa, determine the elevations of points L, N, Q and 9. Z et El. 65.00 E G Air…

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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: Loop Traverse D 107 33'45 206 35 15 Field data unadjusted 5 81 42′15″E (assumed) 96 38 45 64° 53'30"…

A: A closed traverse ABCDEA is given. The bearing of line DE is S81°42'15''E The sum of latitudes =…

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: Q. Find the corrected bearing after correction of local attraction. Line FB BB АВ 126° 45' 308° 00'…

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Q: Computed Lat Computed Dep Correction Adjusted Lat Adjusted Dep Course Length, ft Bearing +N -S +E -W…

A: Course Length Bearing(WCB) Computed  Lat Computed Dep Correction   Adjusted  Lat   Adjusted Dep…

Q: sorry，what are these： Step 3 Slope deflection equation In section AB MAB= MFAB+22EIL2θA+θB-3δLMAB=…

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Q: If whole circle bearing of a line is 1200, its reduced bearing is A. S 20? E B. S 60? E C. N 120? E…

A: 1. whole circle bearing-WCB=1200so,1200-360o×3=120o120o=2nd Quadrant90o+30o in the S-E…

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: 26.) Given the following data of a closed traverse LINE DISTANCE (M) BEARING N 17° 35' E S 85° 29' E…

A: Bearing and length of sides of closed traverse is given in the question in tabulated form and it has…

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.