3. Using the following information, determine the elevation at Point B and Point C.Setup @ AElev at A = 96.237 mSlope distance to Point B is 147.689 mZenith Angle is 104° 56' 45"Slope distance to Point C is 99.987 mZenith Angle is 72° 48' 10"HI (height of instrument) = 1.725mHT (height of target) = 1.800m%3DNote: HT and HI are consistent for both shots.

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Answered: 3. Using the following information,…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Turning point 1 has an elevation of 10.0 dm and the foresight taken at that point is 50 cm and back sight is 1800 mm. Turning point 2 has a foresight of 70 cm and a back sight of 1500 mm. Find the elevation of Benchmark in meters. Please show an illustration first then a detailed solution. Thank you
answer ASAP! UPVOTE WILL BE GIVEN! PLEASE WRITE THE COMPLEETE SOLUTIONS AND LEGIBLY! FUNDAMENTAL OF SURVEYING The left and right water edges of a river are 3.75m and 65.25m, respectively, from an initial reference point. Verticals are located at distances of 11.25, 19.25, 27.25, 35.25, 43.25, 51.25, and 59.25m, respectively, from the reference point. The corresponding depths of verticals are 5.2, 9.7, 9.6, 10.0, 10.4, 10.0 and 4.2 meters. Mean velocities in the verticals are 0.16, 0.60, 0.75, 0.92, 0.97, Activ 0.98, and 0.65 m/sec, respectively. Disregarding the end to sections, determine the following: Discharge & Mean velocity of the river.
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Describe what is Report of Field Correction?
verify if this answer is correct by providing a complete and correct solutions. This is closed compass traversing.
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UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places. FUNDAMENTALS OF SURVEYING The left and right water edges of a river are 2.75m, and 62.45m, respectively, from an initial reference point. Verticals are located at distances of 11.25, 19.25, 26.75, 34.45, 40.95, 46.95 and 54.45m, respectively, from the reference point. The corresponding depths of verticals are 5.0, 9.6, 9.8, 10.0, 10.4, 10.0 and 4.8 meters. Mean velocities in the verticals are 0.16, 0.60, 0.75, 0.92, 0.97, 0.98, and 0.65 m/sec, respectively. Disregarding the end sections; a. What is the cross sectional area in sq m of the rive? b. Assuming that the discharge in the end sections of the river to be zero or negligible, what the total discharge of the river in cum/ sec? c. What the average velocity of the river in m/sec?

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