2. A surveying party measured two lines and the resul- are the following: Line AB: 100.50 meters and Line BC: 344.36 meters The angle between AB and BC is 65 degrees. The tape is defective with actual length of 19.98m. Compute the length of the 3rd line AC using the corrected lengths of AB and BC. Line AC is perpendicular to Line AB.

2. A surveying party measured two lines and the resul- are the following: Line AB: 100.50 meters and Line BC: 344.36 meters The angle between AB and BC is 65 degrees. The tape is defective with actual length of 19.98m. Compute the length of the 3rd line AC using the corrected lengths of AB and BC. Line AC is perpendicular to Line AB.

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

The distance between two points was measured by a 50m tape that is known to be 0.03m too short and was recorded as 245.67m.. What is the correct length of the said line? a. 243.34 b. 246.55 c. 245.52 d. 249.32
C. Stadia Formula: D. D = (f/i)s + (f+c) Percentage Error: % Error Length Width observed value - actual value x 100 actual value COMPUTATIONS: SKETCH: Stadia Intercept 0.29 m 0.15 m Horizontal Distance Stadia Method Distance Tape Method Distance 28.8 m 15.08 m (Show computations on the computed horizontal distance using stadia formula and the percentage of error.) % Error (Draw a top view of a basketball court based on the data (taped distance) given data and don't forget to label its dimensions.)
Following are the notes for a line of stadia levels. The elevation of BM-A is 184.29m. The stadia interval factor is 100.00 and C = 0.381m. Rod readings are taken at height of instrument. Determine the elevations of remaining points and tabulate values accordingly. STA BACKSIGHT a S (m) BM-A 1.40+y -3°30' TP-1 0.97+y -2°33' TP-2 1.11+y 0°45' TP-3 0.79+y 2⁰00' B-M₁-B VD S (m) (m) FORESIGHT a 1.07 0.93 1.46 1.04 2⁰18' -3°56' -0°26' 8015' VD (m) DE (m) ELEV (m)
35 X 281 Practical part: Q1) The following angles and distance were measured in the closed loop traverse ba (ABCDEFA),Draw the trayersing shape with angles and Calculate the Correcti per Angles and compare the results with the specifications. Station A B C 36 E F Side AB BC CD DE EF FA "/ Angle 47°59'40" 248°08'50" 85°16'33" 87°48'58" 126°39'35" 124°07'56" $ +
Calculate the interior angles from the following observations: Line PQ QR RS ST TP Bearing S 37° 30′ E S 43° 15' W N 73° 00′ W N 12° 45' E N 60° 00' E
Single proportionate measurement usually requires four original corners, and the location of the propertined corners is positioned at the proportionate distances of lines run from the propoertied points. a.) True b.) False
pls help me to find AB, AC and the Angle, TY!
Triangulation stations A,B,C and D has the following observation angles. Angles: ACB=50° BAD=20° BCD=30° ABC=50° CAD=60° a. Find the angle CBD. b. Find the angle BDA. C. Find the angle BCD.
As per plan, the distance between two telephone poles is 356.35 meters. If the location of one is known in the field and the second is to be laid with a 100 m tape known to be 0.02 meter too long, along an average ground slope of 1%. Determine the actual length to be laid along the ground surface. Given: Nominal Tape Length L1 Required Distance to be Laid out Di correction due incorrect tape length Ci Ground slope S Solution correction per tape length (correction 100-m length) incorrect tape length Ci slope correction (approximate method) CSL cumulative correction per tape length (all sources of tape corrections) C total correction (correction for Di) tot C Tape too long (+) or too short (-)? write the sign only Is the total correction to be added or to be subtracted? Correct Distance to be laid out DC
Complete the table below. C LINE AB BC CD DE EA 118°37 105°22' 108° 28' E B 120°28' AZIMUTH from North N30°00'W MERIDIAN 87°05' A BEARING
If line OC has an AZIMn of 83° 44’ 19” and line OD has an AZIMs of 56° 21’ 06”, determine the angle of COD.
A horizontal angle is measured five times, and the results are as follows: 156 45 34, 156 45 38, 156 46 30, 156 45 29, 156 45 32 The standard error of the measurement is most nearly A. 8" В. 3" C. 14" D. 4" B.