Answered: A line AB between the stations A and B…

A line AB between the stations A and B was measured as 348.28 m using a 20 m tape, too short by 0.05 m. What is the correct length of line AB? (a) 349.15 m (c) 347.41 m (b) 348.41 m (d) 346.15 m

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: A student paces a 50-m length five times with the following results: 67.00, 66.75, 66.50, 68.00, and…

A: Pacing: It is simplest and quickest type of linear measurement that is used in surveying. Pacing is…

Q: Civil Engineering A and B are two beacons, the coordinates are given below. It is impossible to take…

Q: If the length of a line is 50 m and its latitude is 25 m. Find the departure the line. 31. (a) 25 m…

Q: PROBLEM The baseline AB of a Triangulation system is equal to 400 m long Stations C and D are the…

Q: Q4/ Points A and B are at elevation 400 m and 200m above datum respectively. photographic…

A: Given Elevation of point A (ha) - 400m Elevation of point B (hb)…

Q: A transit with a stadia interval factor of K = 100 and C = 0.381 was set at point C on the line…

Q: A closed traverse has the following data: Distance Line Bearing Latitude Departure (m) 1081 S…

A: LINE DISTANCE BEARING LATITUDE=Lcosθ DEPARTURE=Lsinθ AB 1081 S73°47'E -301.89 +1037.03 BC…

Q: An instrument was set up over TBM 1, and backsights onto point A before sighting onto B. The…

A: To Calculate :- The angle measured at point C (BCD)

Q: What is the relative error of measurement? Relative error (RE)—when used as a measure of…

Q: LINE BEARING S 74948' E S 16018' W S 69006' W N 29030' W N 42015' E DISTANCE (M) 542.16 795.25…

A: Lattitude and Departure signs : N-E = Both positive S-E = Lattitude negative Departure positive…

Q: Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the…

A: Given Length and bearing of line QR, RS, ST & TQ. Station Q is the origin, (x,y) = (0,0) To…

Q: 20 - If the actual length of a 30 m tape is 30.015 m.what is the error in measuring 85m distance…

A: given data,actual length=30mtape length=30.015mdistance=85mcorrected distance=M+Em →1)Em=E1×M30…

Q: Check the traverse

A: Latitude is the projection of line in North-South direction and Departure is the projection of line…

Q: B.M=0.740m 0+00 A 1.50m 0+05 B 1.54m 0+10 с 1.865m 0+05 1.715m 0+02.5 1.80m 0+15 D 2.565m 0+02.5-…

Q: compute the distance DB

A: The given data is as follows: Length of baseline, AB=400 mAngle DAB=27∘30'Angle CAB=78∘30'Angle…

Q: For the volume from grids of spot heights, compute the Eh1 of the below ground elevation, if .you…

Q: 3) The line AD was measured as parts and full length with the same observation conditions, the…

Q: From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances…

Q: Lines Latitude Departure AB -36.13 -25.77 ВС 74.56 -115.93 CD 12.82 0.39 DE 19.91 61.75 EA -68.4…

Q: Determine the elevation of station BM1 using c = 0.14 and k

Q: To get the topography of a given area, a transit was set up at point A and sighted points B and C.…

Q: Given: 1 = 23° 18' D = 4° 00' P.I. 40+53.87 = Find R, T, and L, by the chord definition. and compute…

A: Answer We are given I =23o18' D = 4o00' PI = 40+53.87 Calculations shown in steps below

Q: The measured distance between A and B is 505.71 m. If a 100 m tape that is 0.025 m too long is used…

A: Find correct distance between A and B

Q: Determine the adj. length of each path based on the observed data of a closed traverse.

Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

A: Note:- Dear student as per bartelby guidelines we are supposed to answer only first 3 sub-parts.…

Q: S 15°36 W 24.22 m S 69*11' E 15.92 m N 57 58' E s 80 43 W ad the distance CD in meters. a. 81.20 m…

A: Given that closed traverse. In closed traverse sum of latitudes is equal to zero.. And also Sum of…

Q: The following Face Left and Face Right Readings are recorded for a traverse angle C: FL(A)= 00°…

Q: A circle of radius 833.95 ft, centered at point A, intersects another circle of radius 1176.14 ft,…

A: Given data:- Radius of circle A, RA=833.95 ft Coordinates of A, (XA, YA)=(529.90 ft, 1157.86 ft)…

Q: Line Length(m) Azimuth DA 500 2100 DC 2000 450 СВ 1000 270° АВ ? ?

Q: b)Table 3 shows the data of closed traverse. Table 3 Station Bearing Distance (m) 1-2…

A: Given Traverse data Coordinates of station 1

Q: · A closed traverse has the following data: Line Length (m) Bearing АВ 152.132 N44°48'W ВС 128.562…

A: *Multiple questions* As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q: To get the topography of a given area, a transit was set up at point A and sighted points B and C.…

Q: For a traverse containing 10 sides, what would be the correction applied for the first side, if it…

A: Option (b) is the correct answer.

Q: AZIMUTH FROM SOUTH LINE DISTANCE Degrees Minutes 1-2 350.00 48.00 2-3 352.11 20.00 18.00 3-4 722.25…

Q: From the field notes of a closed traverse shown for the linear error of closure and relative error.…

A: Given: STATION DISTANCE (m) AZIMUTH AB 233.10 122° 30' BC 242.05 85° 15' CD 191.50 20° 00'…

Concept explainers

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.

Question

A line AB between the stations A and B was measured as 348.28 m using a 20 m tape,
too short by 0.05 m. What is the correct length of line AB?
(a) 349.15 m
(c) 347.41 m
(b) 348.41 m
(d) 346.15 m

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1: Given-

VIEW

Step 2: To Find-

VIEW

Solution

VIEW

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

Q1) The following sketch include inverting readings of some stations. Calculate the elevations of all stations. A Slope 6% C 3200 20 m 1.055 1.330 300 100 00m. BM
5. The station and elevation of the lowest point are: (A) 5+ 45, 371.94 m (E) none of them (B) 4+ 50, 137.94 m (C) 1 +75, 317.94 m (D) 4+ 45, 317.49 m
Table 1 shows a closed traverse data by student from UiTM Perlis, find out the interior and exterior angle for each station. Table 1 Station Bearing Distance (m) 1-2 45o 55' 20” 27.468 2-3 125o 01' 00” 38.225 3-4 248o 05' 30” 47.272 4-1 340o 13' 45” 21.612
In order to determine a tunnel between station A and B where the vision was obstructed between them, a traverse was selected to link between these stations. The field measurements of the traverse as in the table below.Calculate the length and the bearing of the tunnel (AB) and the angle BAD for * .setting it out Line Length(m) Azimuth DA 500 2100 DC 2000 450 СВ 1000 2700 АВ ? 2,
Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the station Q is the origin (use the transit rule method). Line Bearing Length (m) QR RS ST TQ N62° 02′ 30″E N27° 35' 10"W S78° 41' 15"W S07° 58' 00″W 172.2 87.52 93.81 141.08
In the value of data shown: Take X = 621.22 What is the Adjusted Bearing of Line 5-6 using Transit Rule?
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
1) A line AB was measured by (50 m) tape found (519.48 m) with a systematic error equal (- 0.34 m), what is the calibrated length of the tape?
For the following observations 65.57, 65.39, 65.37, 65.48 m the line's most probable length is a) 65.45 b) 65.00 C) O 6.545 d) O 6545 Boş bırak