PROBLEM 6:Situation;The weight of an angle is assumed to be proportional to the number of times it has been observed. Five anglesIn a five sided figure are measured with the following results.Na. ofObservationAngleObserved Value86'15 20134 44 35"75 48 50167 02 0576 08'50B2D.64.Compute the adjusted value of angleЕ.Your answerCompute the adjusted value of angleВ.2 Determine the relative precision ofthe mean. [Answer must beexpressed in rational form (1:XXXX),where XXXX is rounded to thenearest number divisible by 1o00]Your answerDetermine the probable error of anysingle measurementYour answer

Given: Angle A= 86°15'20'' Angle B= 134°44'35''Angle C= 75°48'50''Angle D= 167°02'05''Angle E=…

Situation; The weight of an angle is assumed to be proportional to the number of times it has been observed. Five angles In a five sided figure are measured with the following results. No. of Observation Angle Observed Value 86 15 20 134 44 35 75 48'50" 167 02 05 76 08'50 B 6.

Situation; The weight of an angle is assumed to be proportional to the number of times it has been observed. Five angles In a five sided figure are measured with the following results. No. of Observation Angle Observed Value 86 15 20 134 44 35 75 48'50" 167 02 05 76 08'50 B 6.

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

Determine the x-coordinate of the centroid of the shaded area by integration. y I 1 18 28 25 Answer: x=8 -X
4. 8. 9. 10 11 12 13 14 15 16 17 1 10 QUESTION 11 Match the following are mistakes, systematic errors, or random errors. The answer might repeat. Earth curvature and refraction А. Mistake Imperfect centering over a point. B. Random error Recording a length of 135.48 as 135.44. C. Systematic error Reading of horizontal circle on a total station. QUESTION 12 The term Ox1 Ox2 is known as covariance. The interdependence between the two unknown variables Whan thic torm ic zoro thovariabloc aro. ath ntical Uca the Click Save and Submit to save and submit. Click Save All Answers to save all answers.
The sprinter begins from rest at position A and accelerates along the track. If the stationary tracking camera at O is rotating at the rate of 15.4 deg/s when the sprinter passes the 55-m mark, determine the speed v of the sprinter and the counterclockwise value of r. ZESUMM Part 1 39 m 11 m Calculate the distance r, the angle 0, and the rate of rotaion of the camera 0 in rad/s.
Determine the x-coordinate of the centroid of the shaded area by integration. 1 12 11 Answer: x= 15 -x
A 55°25' D S 80º21'E N 85°31'W For the accompanying figure, what is the deflection angle at B? B S 6°19'E C a. 75 degrees 20 minutes L O b. 75 degrees 02 minutes L O c. 75 degrees 20 minutes R O d. 75 degrees 02 minutes R
2. The following interior angles of a triangle were measured with the same precision LCD of the No.of Measurements Hint: Weight = %3D No.of measurement of that angle Weight of that angle Angle Error = Total Weight Angle Value No. of measurements A 41° 5 В 77° 6. C 63° Determine the most probable value of angle A b. Determine the most probable value of angle B Determine the most probable value of angle C а. C.
Probable Error - a. b. Example 2 PLANE SURVEYING SU1200 ASSIGNMENT 1 1. The sides of a closed figure have been measured and found to have a total length of 1018.910 m. If the error in the measurement is estimated to be 0.073 m, what is the accuracy ratio of the work? 2. A random error of ± 0.004 m is estimated for each of 22 length measurements (which are to be added together to get the total length). what is the estimated total error? what is the probable total error if the random error is ± 0.006 m per length? 3. A surveying crew or party is capable of taping distances with an estimated probable error of ± 0.005 for each 30.000 m distance. What estimated total error should be expected if a distance of 1400 m is measured? 4. It is desired to tape a distance of 360 m with a total estimated probable error of not more than ± 0.006 m. a. How accurately should 30.000 m distance be measured so that the permissible value is not exceeded? b. How accurately should each 30.000 m distance have…
In moment area theorem, the vertical deviation is measured along (if first point is A and second point is B) ___ A vertical line passing through either of the end points A vertical line passing through B A vertical line passing through center of A and B A vertical line passing through A
Triangulation ranging is used to determine the distance between a robot and an object. The distance between the light emitting source and light detecting receiver is 24 cm (24 × 10–2 meters). The angle α is measured between the light ray sent out by the emitter and line drawn between the emitter and detector interior to the triangle. The angle β is measured between the light ray light ray received by the detector and the line drawn between the emitter and detector interior to the triangle. The value of the angle α is 87 degrees and the value of the angle β is 76 degrees. Find the distance between the robot and the object.
Tabulate observed and computed values accordingly. Trial Line Length (m) Difference Мean Relative Precision 1 AB 258.50 ВА 258.85
Given figure as shown. Tensions on cables BA and BC are also given. Take note of the positions of the coordinates, do not be misled, just follow their positions as shown. Твс-660 N %3D y 7 m 6 m 4.25 m -1 m 0.75 m Total distance BA is Total distance BC is The sign and numerical value of j component of the cable BA is The sign and numerical value of k component of cable BC is The sign and numerical value of i component of resultant vector R is Using point B and rB/0, the sign and numerical value of i component of Mo is
b) Ten measurements of an angle are given in Table 1. Compute the mean of the angle x, the standard error of a single measurement, and the standard error of the mean. Table 1 Observation No. Measured angle 1 31° 02' 29.3" 31° 02' 24.0" 3 31° 02' 27.9" 4 31° 02' 26.8" 5 31° 02' 26.1" 31° 02' 25.9" 7 31° 02' 26.1" 8. 31° 02' 27.8" 9. 31° 02' 27.2" 10 31° 02' 28.0"