Qc BA A and B are known points. It is required to find the coordinates of C. The angle at A is measured with a theodolite as follows: Horizontal point ing to B 168° 44' 18" Horizontal pointing to C 92° 13' 42" Horizontal Distance AC 916.5 1m. Coordinates (m) 451 195.22(E) B 207 098.80(N) 204 118.54(N) A 447 684.72(E)

Qc BA A and B are known points. It is required to find the coordinates of C. The angle at A is measured with a theodolite as follows: Horizontal point ing to B 168° 44' 18" Horizontal pointing to C 92° 13' 42" Horizontal Distance AC 916.5 1m. Coordinates (m) 451 195.22(E) B 207 098.80(N) 204 118.54(N) A 447 684.72(E)

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

Solve it soon 3-4-5 good solution ok thanks for me
An instrument with K = 92.31 was used for determining the elevation point at D with a stadia intercept of 2.50 m and a vertical angle of 5 degree. If the elevation of the point where the instrument was set up is 80m. Compute the elevation of the point D. The stadia constant is 0.30m. 101.06 100.06 99.06 102.06
1. The angle in a pentagon were as follows: Station A B C D E Angle 120° 77° 63° 134° 145° No. of Meas. 5 6 2 4 3 a. Compute the most probable value of angle A. b. Compute the most probable value of angle B. c. Compute the most probable value of angle C. d. Compute the most probable value of angle D. e. Compute the most probable value of angle E.
Ques-(3) If the fore bearing of line AB is 225º and the back bearing of line BC is 315º what is the included angle between AB and BC?
Give me right solution according to the question... Urgent please
A lot is in the form of a regular Hexagon. If the magnetic deflection when they measured side EF is N20° 30' E, determine the true azimuth from south (clockwise) of the side of the field: AB Answer format sample: 25deg31' 150deg20' A В E D
Convert N 25 deg 25 min W to an equivalent azimuth
The following tacheometric observations were 'thade on two points P and Q from station A. Staff at Vertical Angle Staff Reading Upper Middle Lower P -5°12' 1.388 0.978 0.610 +27°35' 1.604 1.286 0.997 The height of the tacheometer at A above the ground was 1.55m. The stadia constant k and c are respectively 100 and 0.0m. Determine the elevations of P and Q if the elevation of A is 75.5 m Determine the horizontal distance between P and Q if Station A is between the two stations. Show an illustration of your work. « Previous Next
51 Dr NK Assignment Dobry 2 determin 2021 To determine the distance between two points P and Q and elevation of Q, following observation were made: (2) Dr aterat ² Height of tacheometer at P = 1.280 m Vertical angle at P = + 4° 25' 20" Staff reading (with staff vertical) = 1.545, 1.905, 2.265 R.L. of P= 123.265 m. 123.265 m Dmuchantalones Calculate the unknown parameters after establishing the fundamental relations.
3- Compute azimuth angels of (BC) and (CD). (AB)=132%.1714 B1=1438.4121 B2=216%.0089 (В)-? (CD)=? A В
H.W/ the following details refer to reciprocal levels taken with a level. Instrument at station staff reading on remarks A Distance between A 1.505 2.875 A and B = 1150 m 0.750 1.895 R.L of B = 100 m Find: - 1- The true R.L of station A 2- The combined error curvature and refraction
Show step by step solution