THE PACE OF AN ENGINEER IS 0.65m/pace. HE WALKS ALONG THE PERIMETER OF A TRIANGULAR LOT ABC AND FINDS OUT THAT HE MAKES 45O PACES ALONG LINE AB WHOSE BEARING IS S 68O E AND MAKES 1320 PACES ON LINE BC WHOSE BEARING IS N 42O WHAT IS THE AREA OF THE LOT AND THE MAGNITUDE AND DIRECTION OF LINE AC

Q: With the exception of urban roads, the more generous a road's design dimensions are, the safer the…

A: True

Q: A surveyor starting from a point A moves N. 34°37' E. a distance of 513' 9.25" to point B. Next, she…

A:

Q: Example 3: Calculate the area of the following offsets are measured in the field at equal intervals…

A:

Q: 750 PACES ALONG LINE AB WHOSE BEARING IS S 28 E AND MAKES 1520 PACES ON LINE BC WHOSE BEARING IS N…

A:

Q: In the diagram shown below select the ST No. of Point TC. The design speed is 50 mph, e = 6%, the…

A:

Q: Please give the details of how to calculate the station of BVC and the EVC especialy the L/2. how do…

A: Firstly will discuss how to convert the lengths to station points. In the given problem, the station…

Q: A distance is paced and estimated to be 1000 ft. long. The probable error of closure in that…

A: The Relative accuracy in pacing is 1 ft:10000 ft. Given distance = 1000 ft

Q: 3. In the figure below, two circular arcs were established to connect two road segments A and B. It…

A: Data Given: Asked: Appropriate control point Coordinates of point P

Q: W 8x40 C 8x13.75 Find lx bf

A:

Q: 5.30m^2/hour^3 to km^2/sec^3

A: 1 Kilo meter = 1000 meter 1 hour = 60 minute 1 minute = 60 second

Q: 1. Calculate the grade of points A, B and C. El. 126.42m 3.70% 158.75 -4.1% 66.45 126-866 B 2.90%…

A: Given: Required : Grade of point A, B and C

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