It is required to lay out a distance of 687.78m with a 50m tape that is 0.030 m too long. Compute the distance measured with the tape to make the points the proper distance apart. A. 688.19 m C. 687.19m B. 687.37 m D. 687.94 m Compute the sea level distance of a line which measures 324.45 m if it was measured in Mount Apo (elevation 2.954 m). A. 324.15m C. 324.30 m B. 324.45m D. 324.60 m ps. With solution, please

Q: (Q2) Compute the geodetic azimuth of the line PQ in the below figure, if you know the magnetic…

A:

Q: Find: a) the stadia interval for station L b) The horizontal distance between the instrument and…

A: Given Height of Instrument = 1.57 m Elevation of J = 326.3 m Stadia constant, C = 0.31 K = 99.3

Q: In the plan below shows a differential leveling from benchmark to another benchmark, along each line…

A:

Q: 68°50 19° 30' 104° 23 R 282°45 %24

A: Finding out azimuth and bearing.

Q: If the length of a line is 50 m and its latitude is 25 m. Find the departure the line. 31. (a) 25 m…

A:

Q: 11). Compute all of the interior angles for the figure shown. D N13°50'E $38°21'W $74°12′E S83°24′W…

A: Given : To Find : Interior angles for the figure shown above ?

Q: Q2: Find the length, azimuth and the back azimuth of line AB, A(x-100.0m, y-100.0m) Вх-200.0m,…

A: To find length of line AB and it's azimuth

Q: determine the true azimuths (from south) of the

A: NOTE: magnetic bearing and assumed bearing both are different . here we used assumed bearing.…

Q: A line AC cannot be measured directly because of an obstruction on line. Accordingly, the two lines…

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Q: A survey of a closed traverse ABC shows the following latitudes and departures: Line AB latitude…

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Q: Determine the elevation of the points using Collimation method. 3.116 2.225 3.035 1.822 A Ele.…

A: Let us estimate the Elevations in step 2.

Q: 1. Transform the following azimuth to bearing (plot/draw the azimuth and bearing and show your…

A:

Q: Along one bank of a river with parallel banks, a surveyor lays off a base line AB 600.00 m long.…

A: Given that  AB = 600.00m ∠BAC=62°5'18"∠ABC=81°34'42" let us make a Line CD perpendicular to line AB…

Q: Using the Gauss-Mid Latitude formula, determine the distance and both azimuths between the following…

A: Given data P1(25o0'0.000''N, 70o0'0.0000E)P2(25o15'0.000''N, 70o15'0.0000E)

Q: In a hydrographic survey three stations ABC were established. Stations A and B are on the shoreline…

A: As per our company guidelines, we are supposed to answer only the first 3 subparts. Kindly repost…

Q: Please draw a Free body diagram    Problem 3. A trigonometric leveling was performed in the field,…

A:

Q: Reciprocal leveling betwee Tocated on opposite banks of a wide rive the following readings in…

A: Solution: Given Data: Elevation at A=925.28

Q: 5.765 0.345 1.255 1.100 0.465 2.095 |0.130 вм 36 0,245 вм 35 154.375 88-O

A:

Q: A wide river was measured using a reciprocal leveling, the value of BS and FS were taken (in the…

A: The true difference in elevation between two points is as follows, H = 12[(ha-hb)+(ha'-hb')]Where,ha…

Q: (Q1) Compute the coordinate of point P in the below figure, if you know the azimuth of AB equal…

A: azimuth of AB = 240010'05"   co-ordinates of A =(1372.71, 1215.30) θ1=113056'39" θ2=92020'18"…

Q: Surveing

A: Given data : Slope distance =428 m Vertical distance =62 m In this question we have apply…

Q: Lines AB and BC are on a straight line. The stadia intercept from A to B which are on the same level…

A: Given, Stadia interval factor(f/i)= 99.90 Stadia Intercept(s) =0.813 (between A and B) & 0.723…

Q: 8. The computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the…

A:

Q: The following data were obtained by stadia measurement, Vertical Angle = +18°23' and observed Stadia…

A: Tacheometer is a special form of theodolite with an additional diaphragm containing accessories to…

Q: The measured distance between A and B is 505.71 m. If a 100 m tape that is 0.025 m too long is used…

A: Find correct distance between A and B

Q: 3.The latitude and departure of a traverse line were computed as +45.56m and –  67.78m respectively.…

A: Latitude = L = 45.56 meter  departure= D= - 67.78 meter  bearing?  distance?

Q: Determine the Azimuth BC reckoned from North in Counterclockwise Direction. Note that the…

A:

Q: A is a point having an elevation of 130.48 m above datum, and B and C are points of unknown…

A: Consider the following figure.

Q: The observed inclined distance performed by stadia leveling is 100 m, and the vertical angle…

A:

Q: 3-21 Find the elevation of the highest point O 607.64 O 604.67 604.76 607.46

A: The correct answer is 604.67feet

Q: FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the…

A:

Q: How do you add or subtract a stationing to a meters? 50+000 - 51.81 =    And how it solve this,…

A: We have, 50+000 - 51.81 = ? Stationing is done with a reference point and stationing is along the…

Q: Surveying If the observed fore bearing of line AB is 202° 20', then the back bearing is:

A: Given data- Fore bearing FB=202o20'To Find-The back bearing BB

Q: Exercise Consider the following surveyed points presented in the figure below. The easting and…

A: Given:- The bearings and length of the lines are given The easting and northing of point A = (E =…

Q: The equivalent value of gradian for the angle of 205.875 is. grad. O 215.23 220.35 O 228.75 236.65…

A:

Q: Draw a free body diagram; Topic Surveying Trigonometric leveling        A trigonometric leveling…

A: Let the height of the instrument setup at C be "H" Distance,…

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.