Draw the longitudinal section ( profile) of the leveling process if vou know that the elevation of required road line is 30m. b Q2 Intaping from Ato B, a tree on-line necessitated setting an intemediate point C offtet 4.5 mto the side of the line AB. Line AC on horizontal ground was then measuredas 368.92 m. Line CB on horizontal ground wasmeasuredas 285.10 m Find the horizon al of AB

Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude A-B…

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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: 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: 1. Compute the linear error of misclosure    2. By the Transit Rule, determine the corrected…

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Q: Time 2.35 - : 20 69 58 * ل 17° 16 35 97 69 360 TTU 58 057 58 20" to 35 جو کی 5 77 ا 53 35

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

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

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Q: Q5/ A differential leveling are began at B.M1 to B.M2 [in 4th degree leveling process], determine…

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Q: DPD Method Course ADJ. LAT ADJ. DEP DPD 2A АВ 69.92 -97.22 BC 57.14 82.10 CD -68.99 67.12 DA -58.07…

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Q: Course Adj. Lat. Adj. Dep. AB 490.71 m. 47.27 BC 587.12 608.89 CD -327.41 786.78 DE -1002.76 218.32…

A: Course  Adj lat Adj Dep DMD 2A AB 490.71 47.27 47.27 23195.86 BC 587.12 608.89 703.43…

Q: 1) Using transit rule , adjust the closed traverse.Compute also the linear error of closure and the…

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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: -ismattiic cc : The following readings were observed in close traverse with a ismatic compass. Where…

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Q: STATION HORIZONTAL ANGLE Occupied Observed Degrees Minutes Seconds TI T5 T2 118 16 40 T2 TI T3 91 30…

A: Azimuth is generally defined as a horizontal angle measured clockwise from any fixed reference…

Q: Pls answer course BC asap

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Q: A large area of soft and marshy ground interrupted the line of levelling section, and the reciprocal…

A: Reciprocal leveling data is given-To Find-The value of the R.L of B.

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: The following readings are taken from an Auto level from an uneven field. Find the Reduced Level of…

A: At point where instrument shifted that point it is FS. St.point BS IS FS HI RL REMARK 1 1.20…

Q: 1- Length & Bearing of DA using opposite calculation. 2- X, Y co-ordinates of all stations If the…

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Q: Q3/ complete (LAT, DEP) of travers ABCDE Station Azimuth Length Latitude Departure A 26 10' 285.10 B…

A: As per guidelines we are supposed to answer only 1 question so repost rest questions separately

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: y 5 kips/ft 6 ft FIGURE P7.45 9 kips/ft 2.5 m FIGURE P7.46 B 25 kN/m B 10 ft 4.0 m 11 ft 70 kN/mm C…

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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: 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: 3x -2x+4 What is the limit of; as x approaches to +00? 5-3x-2x А. 3/5 С. 3/2 В. -3/2 D. -3/5

A: Solution given in next step

Q: 21 - If the distance between points A and B with a slope of 30% is 100 hm, how many decares is the…

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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: Lines Latitude Departure AB -36.13 -25.77 ВС 74.56 -115.93 CD 12.82 0.39 DE 19.91 61.75 EA -68.4…

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Q: Two hills A and C have elevations of 500 m. and 800 m. respectively. In between A and C is another…

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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: 2 k D 6 ft 00 B 8

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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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Q: Given the following technical description, determine if the traverse is closed. If not, balance the…

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Q: Use E... b Draw the longitudinal section ( profile) of the leveling process if vou know that the…

A: Longitudinal profile is constructed to understand elevation as well as horizontal distance between…

Q: 8. Compute the AL and the Ad for each leg of the traverse shown below. Show the EL and the Ed as…

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Q: 1. (64° 49' 13" to decinal degree 2. 87.375° to DMS to decinal degrees to DMS 3. 19° 12' 18" 4…

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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: SEATWORK:Traverse Adjustment using Compass Rule. Given the following tabulation, adjust the…

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Q: 1. calculate various angles and support reactions. 2. Using method of joints, calculate the forces…

A: Given figure shows the truss Required- to calculate support reactions member forces and to plot the…

Q: 1-1F the maghetic 9uakter dirction (M.ßr) For the lines. ABBC,cD.DEahEF are NS5 3 E, 57800E,S72°20€,…

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Unit Conversion

Standard units are also called SI units. SI units are used for measuring a physical quantity satisfying certain conditions. There are two types of units: fundamental units and derived units. Fundamental units are physical quantities that are independent, that is, they do not depend on other quantities like mass, length, or time. There are plenty of quantities in our lives which need to be measured and compared. Measuring is the comparison of a particular physical quantity with its reference value. A unit is a measure of a fixed physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.