Answered: The three angles of a triangle were…

The three angles of a triangle were measured as follows: Angle Observed Value A 47o07’34” B 69o51’06” C 63o01’02” Compute the MPV for each angle

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: In levelling across a wide river on Pampanga, a reciprocal level reading were taken between points B…

Q: 2. Compute the initial and corrected latitudes and departures below. Azimuth (°) Length (ft)…

Q: Distance BD = 12.8 m Distance ED = 7 m Know that the line CB is parallel to the line ED. The width…

Q: Determine the location of "y co-ordinate" in inch of the centroid for the angle's cross- sectional…

A: Centroid: It is defined as the particular point at which the total area of the body acts is known as…

Q: B.S I.S Fos H.I .34 |.33 0,95 1.319 -139 |.५৪ \-33 | :37

Q: Q1) The following angles and distance were measured in the closed loop traverse (ABCDEFA),Draw the…

Q: a. What is the value of the correction multiplier or "x" ? b. What is the adjusted angle of Angle…

A: Given:-

Q: olite.pdf Q | 山 2 17. In Question 16, assuming that the error is the same for each angle, the sum of…

A: Q16 is not given so I can't solve Q17 Below I am solving Q18

Q: Give me right solution according to the question.

Q: 3. Adjust the following data using compass rule. Course AB BC CD DE EA Bearing N 48° 20' E N 87° 35'…

A: Given: Course Bearing Distance (m) AB N48o20'E 265 BC N87o35'E 296 CD S7o59'E 282 DE…

Q: The following interior angles of a five-sided figure were measure with the same precision. ANGLE…

A: The given data is shown below:

Q: From the survey, check the arithmetic by summing the B.S. and the F.S. Hint: Select only F.S.…

A: Total summation of B.S. ;∑BS=4.38+2.15+7.15=13.68 Total summation of F.S.;∑FS=4.11+1.29+8.30=13.7…

Q: 1. Fill in the following form of a horizontal angle measurement with a DJ6 theodolite, and try to…

Q: 2. Calculate the value of the angles between successive points. Line Distances Azimuth From To (m)…

Q: Find the area of the lot using the given data.

Q: 3. A transit with stadia interval factor of 100.8 was set up at point C on the line between points A…

A: Here distance has to calculate between A and B

Q: Answer fast

A: Step 3:Since, 3600" = 1° .So, 1" = (1/3600)° .That means, 40" = (40/3600)° . Hence,-40" = -0.0111…

Q: 25. CLOSED COMPASS TRAVERSE. The following are the observed lengths and magnetic bearings of a…

A: Step : 1 Compass traverse :- It is one of the types of surveying where we use magnetic compass and…

Q: The following records refer to an operation involving reciprocal levelling. Staff reading Instrument…

Q: QI/ According to the following table the readings were taken with a level start from B.M with…

Q: Given in the tabulation are the observed angles of a chain of triangles as shown in the accompanying…

A: The given data is shown below:

Q: Calculate the probable error (mean) 545.789 545.180 544.988 545.543

A: Given: 545.789 545.180 544.988 545.543 Required: Probable error mean

Q: STA STA DISTANCE DEFLECTION ANGLE OC OBS (m) 64°49' (L) 90°17' (L) 70°39' (L) 101º58' (L) A 475.48 m…

Q: Given in the tabulation are the observed angles of a chain of triangles as shown in the accompanying…

A: Given :

Q: While measuring a survey line using a tape between two stations A and B intervened by a hill a.…

A: Option A is correct Chaining free but vision gets obstructed .

Q: The following interior angles of a triangle were measured with the same precision. Angle Value No.…

Q: 1. The angle in a pentagon were as follows: Station A B C D E Angle 120° 77° 63° 134° 145° No. of…

Q: The following interior angles of a five-sided figure were measure with the same precision. ANGLE NO.…

A: Given data is shown below:

Q: Problem 4 Adjust the angles of triangle ABC for the following angular values and weights; #1. # 2.…

Q: A traverse has the following data: LINE AB BC CD DE EA LENGTH 33.48 8.11 39.42 7.08 22.02 Use…

A: We have to compute for the linear error of closure and relative error of closure

Q: The following interior angles of a triangle were measured with the same precision. No. of…

Q: Convert the following distances given in survey feet to meters:(a) 537.52 sft (b) 504,864.39 sft (c)…

A: To convert survey feet into meter we need to divide sft by 3.281 unit.

Q: A 55°25' D S 80°21'E N 85°31'W B S 6°19'E C For the accompanying figure, what is the interior angle…

A: Given: In figure Bearing of line To determine: interior angle of B FB = fore bearing BB= back…

Q: The interior angles of a triangle were measured as follows Compute the most probable value of angle…

Q: If the four angles of a triangle each have a standard error of ±2" what is the total error in the…

A: Given data: The four angles of a triangle each have a standard error of ±2'' n=4e=±2 Total error,…

Q: Engineering surveying If the magnetic declination in the area of Christ is w' 6° 50, it is found…

Q: For 0° < 0 < 360° , find the angles that satisfy the equation cos(0) = -0.2091

A: cos(102.07) = -0.2091 cos(77.93) = 0.2091 cos (257.93) = -0.2091 cos(282.07) = 0.2091

Q: 1. Convert the following angles to sexagesimal: a. 46.4527% b. 0.23 T

Q: stations have been measured and adjusted as shown in the figure. Distance Measurement S R River…

A: Given; Two angles of a triangle are given as: angle R=33°49'38'' angle S=67°11'39'' Length of base…

Q: Q2/In field work, vertical angles was measured from station A to stations B.C as show in table…

A: Height of line of collimation at point A= 25+1.3= 26.3 m Distance of point B and C from point = 80 m…

Question

The three angles of a triangle were measured as follows:
Angle Observed Value
A 47o07’34”
B 69o51’06”
C 63o01’02”
Compute the MPV for each angle

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Subject: Surveying Latitude Departure Linear error of closure Relative error of closure Offset
d- in a surveying work the elevation of first point was 95m , the values of F.S and B.S readings are (1.06, 1.41) respectively. The elevation of second point is: O 95.85 95.35 O 95.15
UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places. FUNDAMENTALS OF SURVEYING What is the bearing of EA?
Given the following information from a profiled line: STA 6+75 elevation = 142.01 STA 14+75 elevation = 206.16 Compute the slope distance (L) between these two stations round answer to 2nd decimal place example answer 1215.20 don't enter units L H
A parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown. Compute for the error in departure. +0.03870 -0.03780 +0.03780 -0.03870 LINES AB BC CD DA BEARING N 53°27' E S 66°54' E S 29°08' W N 52°00' W DISTANCES 59.82 m 70.38 m 76.62 m 95.75 m
Which of the following indicates the correct value of precise closing error if e = 0.54 and lengths of sides are 92.69 m, 119.23 m, 92.64 m, 42.96 m, and 60.96 m? O a. 1/766.445 O b. 1/746.445 O c. 1/756.445 O d. 1/765.445
QUESTION 1 1.1 Estimate the following angles at city 55.70°N, 12.6°E at 14:30 hours on March 20: (a) declination, 8
Subject: surveying Question: What is the usual value of the stadia interval factor (K) ? A) 200 B)50 C)150 D)100 Pls answer ASAP ty
A transit with a stadia interval factor of 100.12 was set at C on the line between points A and B, the following stadia readings were observed. (draw the Instrument set up) Stadia Hair Readings (m) Rod Position Vertical Angle Upper (a) Middle (c) Lower (b) Rod Held at A - 50 17 1.318 1.148 0.978 Rod Held at B + 20 21' 2.048 1.882 1.355 If the stadia constant is 0.29 m determine the following: A. Length of line AB (horizontal). ANSWER: B. If the elevation at B is 76.751m what is the elevation at A. ANSWER:
Consider the following four observations for angles: A, B, and C of a plane triangle: Angle A Angle B Angle C 44° 28'16" 65° 56'11" 69° 35'23" 44° 28'13" 65° 56'11" 69° 35'26" 44° 28'19 65° 56'7" 69° 35'18" 44° 28'11" 65° 56"8" 69° 35'26" A Determine relative weights for angles A, B, and C. Express your answers, separated by commas, to six significant figures. 15. ΑΣΦΑ vec x Xb √√√x1x1 a x-10 wt A wto OMIC T₂
Which of the following indicates the correct value of precise closing error if e = 0.54 and lengths of sides are 92.69 m, 119.23 m, 92.64 m, 42.96 m, and 60.96 m? a. 1/756.445 O b. 1/766.445 c. 1/746.445 O d. 1/765.445