Please draw with skitch and step by step calculated. 8-6.The following deflection angles were measured in a traverse that originates at station A with abacksight on station R and closes at station G with a foresight on station S.STATIONABCDEFGFROM ΤΟ MEASURED DEFLECTION ANGLERBACBDCEDFEGFS86° 16' R26° 20' R46° 40' L59° 25' R8° 46' R61° 14' L58° 44' LThe fixed azimuth of AR is 110° 16' 00" and the fixed azimuth of GS is 304° 21' 30". What arethe adjusted azimuths and bearings of the intermediate traverse sides?SURV 1A - Angles and Bearings Handout-21theubewoodbabo book

Given: Station From To Measured Deflection Angle A R B 86o16' R B A C 26o20' R C B D 46o40'…

X8-6. The following deflection angles were measured in a traverse that originates at station A with a backsight on station R and closes at station G with a foresight on station S. STATION A B C D E F G FROM TO MEASURED DEFLECTION ANGLE R B 86° 16' R A C 26° 20' R D 46° 40' L 59° 25' R 8° 46' R 61° 14' L 58° 44' L C D E F E F G S The fixed azimuth of AR is 110° 16' 00" and the fixed azimuth of GS is 304° 21' 30". What are the adjusted azimuths and bearings of the intermediate traverse sides? SURV 1A - Angles and Bearings Handout-21

X8-6. The following deflection angles were measured in a traverse that originates at station A with a backsight on station R and closes at station G with a foresight on station S. STATION A B C D E F G FROM TO MEASURED DEFLECTION ANGLE R B 86° 16' R A C 26° 20' R D 46° 40' L 59° 25' R 8° 46' R 61° 14' L 58° 44' L C D E F E F G S The fixed azimuth of AR is 110° 16' 00" and the fixed azimuth of GS is 304° 21' 30". What are the adjusted azimuths and bearings of the intermediate traverse sides? SURV 1A - Angles and Bearings Handout-21

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

An instrument is set-up at point A and vertical angles are observed at B -21º15' and C +33º45'. The height of instrument from point A = 1.5865m. The horizontal distance of BA and BC are 350.2552m and 904.5565m respectively. If point C is at elevation 620.6453m; a. Determine the elevation of B neglecting the effects of the curvature and refraction. b. Determine the elevation of the B making due allowance for the curvature and refraction,
The horizontal distance and zenith angle between two points 'O' and 'P' were found out to be 1234.5 ft and 35o26'. The rod reading obtained at 'P' was 4.2 ft and the instrument height at 'O' was 4.9 ft. If the elevation of 'O' is 125 ft. What is the elevation of 'P'?
A. a misclosure of the given transvers is ? Answer. 2°30' show solutionB. the adjusted interior angle at station C is? Answer. 136°00' show solutionC. the adjusted forward bearing of line CD is? Answer. S14°30'E
A line of levels is run from BM1 to BM2 that is 3 km long. Elevation of BM1 and BM2 was found out to be 168.90, and 138.71 m, respectively. The average backsight and foresight distances were 155, and 164, respectively. Determine the corrected elevation of BM2 considering the effect of curvature and refraction. HINT: effect of curvature and refraction occurs on each rod reading.
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 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
The interior angles of a five side traverse are as follows: A=142°54' B=96°32' C= 117°30' and E=132°18' . The angle D is not measured, assumed BC is due south. Sketch to Calculate the following: a. Deflection angle at D. b. Azimuth of the line AB. c. Bearing of the line EA. d. Back Azimuth of the line DC.
In the two-peg of a dummy level, the following observation are taken. Rod Reading on A Rod Reading on B INSTRUMENT SET UP NEAR A 3.463 0.821 INSTRUMENT SET UP NEAR B 4.125 1.307 What is the difference in elevation between A and B? If the line of sight is not in adjustment, determine the correct rod reading on A with the instrument still set up at B. If the line of sight is not in adjustment, determine the correct rod reading on B with the instrument still set up at A.
ANGLE TO THE RIGHT TRAVERSE. A five-sided closed tra- verse proceeds in a clockwise direction and the angle to the right at each station were observed as follows: A=270° 45', B=268° 43', C=20322', D=256°20', and E=260° 25 Determine the error in the sum of the anglesAdjust angular values observed on the assumption that the error is the same for each angle. Tabulate all observed and adjusted values accordingly.
From the give data: The station A where the transit is placed has an elevation of 93.13 meters. The height of the telescope above the station mark is 1.75 meters. The rod is placed at station B with a vertical angle of +5º24’. The rod reading at B was 1.64m and the stadia intercept was 0.86 meters. Also, the stadia interval factor was known to be 100 and stadia constant was 0.30 Determine the following: A. The horizontal distance between A and B.b. The vertical distance at B.c.. The elevation of B.
A differential leveling circuit began on BM Hydrant (orthometric height 5869.31 ft) and closed on BM Rock (orthometric height 5880.03 ft). The plus sight and minus sight distances were kept approximately equal. Readings (in feet) given in the order taken are 2.68 (+S) on BM Hydrant, 5.59 (−S) and 10.83 (+S) on TP1, 6.46 (−S) and 10.61 (+S) on BM 1, 8.91 (−S) and 7.57 (+S) on BM 2, 5.14 (−S) and 9.01 (+S) on TP2, and 3.83 (−S) on BM Rock. Prepare, check, and adjust the notes.
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