1. A rectangular shaped lot has sides 21.18m and 17.45m, each having probable errors of 0.02 and 0.03 meters, respectively. What is Most Probable Value (Full expression with probable error) of the perimeter and area? 2. With magnetic declination of 1°10’ W, what is the true bearing of the l

Q: iven the following slope staking notes, the prismoidal correction factor in cu. Yds., to be applied…

A: Basic for cut = 48 ftbasic for fill =40 ftcut slope, s =2:5:1To find:Prismoidal correction factor

Q: . In an old survey made when the declination was 2010'W, the magnetic bearing of a given line was…

A:

Q: settlement of PL^3/24ei at a

A: Given that, Settlement atA=PL324EI. The objective is to determine the SFD and BMD.

Q: Fundamentals of Surveying: Please show your solution. A line with bearing, S 9° 45' W intersects…

A:

Q: A vector, F , has components F--286.9 N andF, = 410.6 N. What is the angle made with the horizontal?…

A:

Q: b. The surveyor's first reading was to TBM 41 with reading 5.76, she then took the following…

A: First Reading at TBM 41 =5.76 Last Reading at TBM 41 =5.77 Assume the elevation of TBM 41 =100

Errors in surveying

An error in surveying is defined as the difference between two or more values of an identical quantity. However, the estimates are never accurate and there will always be a degree of variability regardless of the research tool or method used. These differences are known as errors that need to be reduced or eliminated to maintain certain levels of accuracy. Even if you carefully follow the prescribed test procedures, the considerations may contain errors.