ENGINEERING SURVEY I $ II
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Problem 05 solved, Computation of area volumes.
Computation of area volumes. Problem 05 (A) The Following Offsets Were Taken from A Chain Line to An Irregular Boundary Line at an Interval Of
Problem 04 solved, Volume of area computations.
Volume of area computations. Problem 4. A, B, C, and D are the four clockwise considered boundary points of a plot. Sides AB and BC
Problem 03 Solved, Volume of irregular object computations.
The volume of irregular object computations. Simpson’s rule A = L/3[O1 + ON+ 4∑even offsets + 2∑remaining odd offsets] Problem 3. Consider the offsets measured from
Problem 02 Solved, Volume of irregular object computations.
The volume of irregular object computations. Trapezoidal rule A = L/2[01, + ON+ 2(02 + O3 + O4 +……+ ON-1)]…………………….. (i) Problem 2 The following,
Problem solved; A theodolite whose constants are K= 100 and C=0
A theodolite Stations M, N, and P are for a right-angled triangle at station M as shown below. A theodolite whose constants are K= 100
Problem 2.18 Reciprocal leveling involving a single. solved
2.18 Reciprocal leveling involving.. single level was used to transfer height. across a river between two points R1 and R2 70 m apart. Using the
problem 2.17 The extract given below is for levels taken.. solved
The extract given below is for levels taken.. between two TBM, calculate the adjusted reduced levels for all the entries in the book.
Problem 2.15 For the leveling shown below, calc .. Solved,
2.15 For the leveling shown.. 2.15 For the leveling shown below, calculate adjusted reduced levels for all points in the level table Expert Answer ♥♥♥
2.13, A digital level was checked for collimation error using …Solved
2.13, A digital level was checked for collimation error using a two-peg test and the following results were obtained. With the level midway between two