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

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Q: 4-2. What is the angle included between the two lines? Ans. a. 76° 21' 16" b. 103° 38' 44" c. 76°…

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Q: Find MG

A: Data given Find : Metacentric height

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: • Calculation of horizontal distance between PQ A 0 = 0° 2.750 R.L of H.I. = 1852.425 C S 1.900…

A: Given data: H.I=1.475 m  R L of P=1850.950 m Staff readings: st=2.750sm=1.900sb=1.050

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

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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: Reduce the set of differential leveling notes in Table 2-11, and perform the arithmetic check.…

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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: Compute the departure for the following line: S 13°-28'-50" W 118.97' O-115.6923 O-42.8872 O-27.7337…

A: Given :- Length, L = 118.97 ft Bearing, θ = S 13°28'50'' W To Determine :- Departure of the given…

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: Problem 2 Line Distance 288425 AB BC CD DE EF FG GH 63.01 32.10 57.03 31.84 51.54 27.08 77.55…

A: We know that, Fore bearing- Back bearing =180°

Q: 1) Find, the unknowns ("aaa" through "Beg") in the table of closed traverse starting from BM and…

A: Rise and fall are the value equal to the difference in reduced levels between the two consecutive…

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: 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: Compute the area

A: To Determine Area of the Traverse ABCDEFGHA.

Q: A.) Determine the difference in elevation between TP1 and TP3

A: Profile leveling is used to determine the elevation of various locations along a line at a uniform…

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: 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: 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: →20 nPa

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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: +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: P.I.(Station 2 + 990) Elevation = 52.30m Elevation 52.30m H ga = -3.4% Elevation of HP- gi = +3%…

A: Elevation of PI = 52.30m g1 = +3% g2 = -3.4% L2 = 282.65m L = 563.30m

Q: 0.9 (IFS) 1.7 (IFS) 3.43 TP1 2.77 (BS) (FS) 2.32 (BS) BM1 EL. 328.70m 2.2 (IFS) BM2 2.45 3.7 (FS)…

A: Given question belongs to levelling topic. Here the back sight , intermediate fore sight and…

Q: Determine the distance of line DA and CD. Also determine the area of the closed traverse using DMD…

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Q: 5. OHITTED Pigures 3 and 4 are those of two closed traverses in the bearings of two `adjoining sides…

A: From the given traverse the data is following: Line Distance Latitude Departure AB 867.46…

Q: L= 450 feet g1 =-3.00% 92 = +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet Station giX (in…

A: BVCSTATION=VPISTA-L2BVCSTATION=6650-4502=64+25BVCELV=PVIELV-g1L2BVCelv=560+0.03×4502BVCelv=566.75ft

Q: Dist. (m) | Mean Dist. (m) Line Azimuth Bearing Latitude Departure from South 1- 2 27.35 171° 18' 2…

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Q: 32. Compute for the area by using DMD and DPD method. LINE BEARING DISTANCE AB S 36°46'W 44.84 BC N…

A: To determine the area of traverse using DMD and DPD method.   First step is to write the Latitude…

Q: in meter were obtain center line of natural ground of a road. The elevation of de Line RL 148.4 m…

A: Rise and Fall method is used to find the level at each station Here the Road level at station 0+00…

Q: 5. The correct distance between two points is 220.45m using a 100m. tape is "x" m. too long, the…

A: Given data: 5: Correct distance between two points (TL) = 220.45 m Length of tape = 100 m measured…

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

A: Surveying is the branch of the construction industry in which the measurement between different…

Q: 1. Convert the following to bearings: 52°40’59’’ 205°32’11’’ 312°15’29’’

A: Angles and lengths are the essential estimations in studying. Angles in reviewing are named either…

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.