No. 1. The observe interior angles of a tringlearea A = 35°14'37", B = 96°30'09", and C =48°15'05". Determine the discrepancy for thegiven observation and the most probable valueof each angle.96 30'0948 15'05Y35 14'37"

The interior of the triangle is the set of all points inside a triangle. The most probable value is…

Answered: No. 1. The observe interior angles of a…

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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Subject: FUNDAMENTALS OF SURVEYING AND MAPPING Please show your solution.
situation 1] From an instrument set up at point A, the angle of elevation of point B is +16 81' while point C is +7°41'. Furthermore, it was found out that the difference in elevation between points B and C considđering the effect of earth's curvature and refraction is 11..983 m. Point A is in between B and C. If c is 1951 meters from A. how far is B from A? If the elevation of point A is 1905.342 m above mean sea level, what is the elevation of B? : What is the elevation of C? ii. iii.
determine the vertical distance from transit to point A. a. 5.036m b. 7.153m c. 6.444m d. 4.865m
If the distance between P and Q is 1000m and RL of P =100.105 m, then(i) find RL of Q (ii) error in levelling and (iii) angular collimation error Instrument near P 0 Staff reading at P 1.625 0.725 Staff reading at Q 2.545 1.405
Given are the interior angles of a heptagon. Determine the discrepancy for the given observation and the most probable value of each angle. A B C D E F G 128°34'17" 112°49'02” 83°12'38" 132°11'44" 128°26'19" 194°45'09" 120°0'44"
2. The following data were obtained by stadia observation; vertical angle, +12 deg 30 min; upper stadia hair reading and lower stadia hair readings, 4.5 and 3.25m, respectively. The rod reading was taken at 3.875m above the stadia point at A. and the height of the instrument above the instrument station B, is 1.620m. If the stadia interval factor is 99.5 and the instrument constant is0.381m, find a) the horizontal distance between the instrument station and the stadia point. b) The inclined distance from the center of the instrument to the rod reading c) The difference in elevation between the two ground point.
1) 2 points B & C were observed from point A where the instrument was set up at a height of 1.25m. Points B & C are ahead of point A. The surveyor used an internally focusing telescope with a stadia interval factor of 100. The table below shows the data recorded as observed for points B & C. Answer the following. (Show complete figures and solutions) a) What is the stadia constant of the instrument? b) What is the slope distance between the telescope at point A and the rod reading at point B? c) What is the difference in elevation between point B & C? d) What is the slope distance between the ground surface at point B and the ground surface at C? e) What is the elevation of point C if point A is at an elevation of +0316.15m above mean sea level? - 1 attachment Vertical Stadia Hair Readings ROD/Point Angle Upper Middle Lower В -25°15' 2.316 1.877 1.438 -45°57' 3.333 2.011 0.689
Fundamentals of Surveying problem
A backsight reading of 2.73 m is taken on point A and subsequently a foresight reading of 1.35 m is taken on point B from a level station established midway between the points. The difference in elevation between points A and B is
Stadia observation yielded the following results: vertical angle, +13°20': top stadia hair reading, 4.500 m, and lower stadia hair reading, 3.250 m, respectively. The rod reading was taken at A, which is 3.875 m above the stadia point, and B, which is 1.620 m above the instrument station. The instrument constant is 0.381 m, and the stadia interval factor is 99.5. What will be the horizontal distance between the instrument station and the stadia point? Select the correct response: 118.131 183.111 118.113 181.113
Q.5 (a) The following forebearings and backbearings were observed in traversing with a compass. Line Forebaring PQ S 37°30'E QR S43°15'W RS N 73°00'W ST N 12°45'E TP N 60°00'E Calculate the interior angles and the correct them for observational errors. Backbearing N37°30'W N44°15'E S72°15'E S13°15'W S59°00'W
What error in horizontal angles is consistent with the following linear precisions?1>5000, 1>20,000, 1>50,000, and 1>100,000

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No. 1. The observe interior angles of a tringle area A = 35°14'37", B = 96°30'09", and C = 48°15'05". Determine the discrepancy for the given observation and the most probable value of each angle.