HELPP HELP PLEASE, WITH COMPLETE SOLUTION. AND ILLUSTRATION. 4 DECIMAL PLACES AND BOX THE FINAL ANSWER HEHE. PLEASE DON'T MAKE IT COMPLICATED THANK YOUU From the given data of differential leveling as shown in the tabulation: Findthe difference in elevation of station 7 and station 5. *StationB.S.F.S.Elevation15.87392.2527.036.2933.486.2547.257.08510.195.579.294.4574.9410.09 m11.77 m392.25 m15.24 m Convert 1600 mils into equivalent value in grads160 grads100 grads90 gradsO none of the choices

Answered: From the given data of differential…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

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Problem 1P

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Reciprocal leveling between points A and B, located on opposite banks of a wide river gives the following readings in meter. From the first setup near A; on A, 0.993; on B, 2.076, 2.077, and 2.078. For the set up near B the readings are; on B 2.549; on A; 1.463, 1.462, and 1.463. If the elevation of A is 925.28 meters determine the elevation of B
Fundamentals of Surveying In leveling across a river, reciprocal level readings were taken between two points A & B. From a set-up near A on A, 0.954 &0.952m, on B 2.086, 2.087, 2.088 & 2.087 m. At the setup near B: on B, 2.450 and 2.448m, on A, 1.362, 1.363, 1.364 & 1.363m What the Elevation at B if Elev at A is 45.75m?
A reciprocal leveling is observed across a wide river and the reciprocal level readings were taken between points A and B as follows. With instrument set up near A, the rod readings are 3.411m and 3.414 m. The reciprocal level readings on the opposite side of the river at point B arev 4.281, 4.284, 4.283 and 4.285m. With the instrument set up near B the rod readings on the opposite side of the river at point A, the rod readings are 3.153, 3.150, 3.156 and 3.154. a. Compute the difference in elevation between A and B with the instrument setup near A. b. If the elevation A is 100m, what is the elevation at B?
A transit with a stadia constant equal to 0.30 is used to determine the horizontal distance betweeen points B and C, with a stadia intercept reading of 1.75 m, the distance BC is equal to 185.87m. Using the same instrument, it was used to determine the difference in elevation between B and D having a stadia intercept reading of 2.42 m at D at a vertical angle of (+) 6-30-00. Compute the difference in elevation of B and D. a.26.91 b. 28.90 c. 22.78 d. 23.78
FUNDAMENTALS OF SURVEYING 1, FIELD 1.) A backsight reading of 2.73m is taken to a point A and subsequently a foresight reading of 1.35m is taken on point B from a level station established midway between the two points. a)What is the difference in elevation between points A and B? b) If the elevation of A is 386.70m above sea level, what is the elevation of B?
1. A triangular piece of land ABC (clockwise) has the following directions in azimuth fom South. AB = 225o23’, BC = 325o20’, CA = 100o10’ Compute the interior angles. 2. An open traverse ABCDE has following azimuth from South: AB = 250o30’ BC = 280o20’ CD= 210o45’ DE = 150o50’ Required: Deflection angles at points B,C, and D. Draw the figure properly.
A Reciprocal leveling is observed across a wide river and the reciprocal level readings were takenbetween points A and B as follows. With instrument set up near A, the rod readings on A are 2.283 mand 2.285 m. The reciprocal level readings on the opposite side of the river at point B are 3.618, 3.619,3.621 and 3.622 m. With the instrument set up near B the rod readings on B are 4.478m and 4.476 m,and the rod readings on the on the opposite side of the river at point A, the rod readings are 3.143,3.140, 3.146 and 3.144.a.Compute the difference in elevation between A and B with the instrument set up near A.b.What is the true difference in elevation between A and B?c.If the elevation A is 300 m, what is the elevation of B?
For all the computed values with decimals, use four (4) digits after the decimal. Differential leveling runs from BM10 to BM11 at a distance of 7.5 km. It was observed that the leveling rod was inclined 6° from the vertical every time the backsight is taken. The average BS reading is 3.15m and the average length per set-up is 300m. Determine the error every 300m set-up and the correct elevation of BM11 if the recorded elevation was 173.20m.
A vertical angle of +14o 55' is read to a target 1.50m above point B. The measured inclined distance is 850.25m, and the elevation of point A is 325.45m above datum. If the height of instrument at A is 1.15m, determine the difference in elevation between A and B 219.29m 227.33m 231.22m 218.52m 230.44m determine the horizontal distance from A to B 818.59m 818.33m 821.86m 821.60m 816.76m determine the elevation at B 544.74m 543.97m 552.78m 556.67m 555.89m
From the following differential leveling notes, compute the difference in elevation between stations 5 and 6. a. 2.62 b. 1.61 c. 3.51 d. 1.87
1 - A, B and C are three triangulation stations whose positions were determined by the angle measured at station B to A and C, respectively. The distance BC was measured to be 1200 m long and CD is 965 m long. The azimuth of C from B is 140° and that of A from B is 286°30’. A sounding at F (south of three stations) was taken from a boat and the angle BFA and BFC were measured simutaneously by two sextants from the boat to the three stations ABC as 22°30’ and 28°15’, respectively. How far is F from B?
: Determine the graph and conversion of the following angles.1. Convert the following azimuth 190º15.40'45” to heading.2. Graphic 66º7´9”3. Convert the following heading S 74º9'30” W to azimuth.4. Convert the following azimuth 200º46´7.12” to heading.5. Graph 245º52´14”

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From the given data of differential leveling as shown in the tabulation: Find the difference in elevation of station 7 and station 5. * Station B.S. F.S. Elevation 1 5.87 392.25 2 7.03 6.29 3 3.48 6.25 4 7.25 7.08 10.19 5.57 6 9.29 4.45 7 4.94 O 10.09 m O 11.77 m 392.25 m 15.24 m