A differential leveling was conducted to know the difference in elevation of Mount Alchan and Mount Ambalatungan in Kalinga. Multiple measurement were taken and analyzed statistically. The data on the table shows the result of the surveying operation. They found out that Mount Alchan is higher than Mount Ambalatungan, If the elevation of Mount Alchan is 2617m, determine the difference in elevation of the two mountain and the elevation of Mount Ambalatungan both in meter. Route Difference in Elevation Standard Error 1 288.22m +0.032 2 288.30m + 0.041 287.96m +0.057 4 288.32m ± 0.067

A differential leveling was conducted to know the difference in elevation of Mount Alchan and Mount Ambalatungan in Kalinga. Multiple measurement were taken and analyzed statistically. The data on the table shows the result of the surveying operation. They found out that Mount Alchan is higher than Mount Ambalatungan, If the elevation of Mount Alchan is 2617m, determine the difference in elevation of the two mountain and the elevation of Mount Ambalatungan both in meter. Route Difference in Elevation Standard Error 1 288.22m +0.032 2 288.30m + 0.041 287.96m +0.057 4 288.32m ± 0.067

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A level line from P to Q is carried out to and fro direct leveling, and the height difference of the forward measurement is 12.380 meters, and the height difference of the back measurement is 12.411 meters. It is also known that the closed difference limit value of the previous test and the back test K is 20 mm (K is the number of kilometers), the forward measuring level is 4.2 kilometers long, and the back measuring level is 3.5 kilometers long. Try to find the average elevation difference from P to Q, and whether the round-trip test results meet the regulations, and please explain your answer.
In levelling across a wide river on pampanga, a reciprocal level readings were taken between point b and c as shown in tabulation. Compute the difference in elevation between B and C with instrument set up near B.
In the reciprocal leveling field note, the following observations are shown on the table. If the elevation of B is 487.50m, find the elevation of B The difference in elevation between A & B when the instrument still set up near A is The true difference in elevation between A & B is
In the two-peg test of a dummy level, the following observations are taken. On point A On point B INSTRUMENT SET UP at M 2.682 1.239 INSTRUMENT SET UP at P 1.876 0.565 Point M is equidistance from both A and B with 92 meters, while P is 2.50m away from A along the extension of line AB. Requirements: Determine the true difference in elevation between point A and B. With the level still set up at P, determine the rod reading on A and B to which the line of sight should be adjusted. If the instrument needs to be adjusted, determine the following false difference in elevation inclination of the line of sight and the error in the reading of far rod A and B instrument set up at P.
Research and discuss the basic errors or corrections under leveling datum in mean sea level. Then provide at least 2 sample applications of each error or correction.
1. A tachometric surveying was conducted to obtain some readings for inaccessible points, where it was found that the multiplying and additive constants are 98 and 0.1, respectively. The instrument was setup at point C and the readings listed in the table were taken while the staff was held vertically. Calculate the horizontal distance between BM and station D. Also, calculate the reduced level of station D. Figure 1 shows a schematic view of the site. 2. Describe a practical procedure to measure the height of your house using tachometric surveying, list the procedure in bullet points.
SURVEYING Given the following differential level notes: STA BS FS BM1 1.73 - TP1 2.5 3.8 TP2 2.75 1.7 BM2 3.15 3.32 TP3 2.45 3.22 TP4 3.9 2.5 TP5 2.78 3.02 BM3 - 1.77 Base on the differential leveling of note in the previous problem, if the elevation of TP3 = 267.28 m, determine the elevation of BM1
From the given data of differential leveling as shown in the tabulation: Find the difference in elevation of station 7 and station 5: pls answer in complete solution. pls answer in 2 DECIMAL PLACES
In leveling across a river, a reciprocal leveling reading were taken between two points A and B. From setup near A: On A, 0.994m and 0.992; on B, 2.076, 2.077,2.078 and 2.077m. At the setup near B: on B, 2.550 and 2.548m; on A, 1.462, 1.463, 1.464 and 1.463m. From the observed data it can be determined that A. B is 1.086 m below A B. A is below B by 1.085 C. B is 1.084m above A D. A is above B by 1.086 E. B is below A by 1.085
in levelling across a wide river on pampanga, a reciprocal level readings were taken between point b and c as shown in tabulation.
In leveling across a wide river on Pampanga, a reciprocal level reading were taken between points B and C as shown in tabulation. Determine: a. The true difference in elevation between Band C.b. If the elevation of B is 346.50m, computethe elevation.c. The error of closure
Fundamentals of Surveying: Please show your solution. 9.) The backsight reading on a point is 7.35 m and the foresight reading on a second point is 0.86 m. If the elevation of the first point is 477.25 m, determine the elevation of the second point.