. Sketch the traverse to scale.2. Draw the equivalent transformed figure.3. Determine the missing or omitted measurements. Show figure and solution. DISTANCE (m)113.4588.67LINEBEARINGN 11°38' EN 88°29' ES 18°10' ES 23°50' W1-22-33-44-55-1UNKNOWN80.10122.38UNKNOWN

Answered: Image /qna-images/answer/699069e7-1454-4f4c-b77c-b8d399216960.jpg

Answered: DISTANCE (m) 113.45 88.67 LINE BEARING…

DISTANCE (m) 113.45 88.67 LINE BEARING N 11°38' E N 88°29' E S 18°10' E S 23°50' W 1-2 2-3 3-4 4-5 5-1 UNKNOWN 80.10 UNKNOWN 122.38

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: Given: Lines Bearing S 73°21'E S 40°10'E S 26°42'W N 14°20'W N 12°20'E Distances A-B 247.20 B-C…

A: As per company's policies We are supposed to answer only first three part of multiple questions…

Q: AZIMUTH FROM NORTH COURSE LENGTH +N -S +E O*50' 296*06' 205 54' 135 20' CD 380.38 m 380. 34 5.53 DE…

Q: Given the x and y values shown, what are the slope and intercept of the least squares line that best…

A: To find the equation of line we have to perform regression analysis x y x2 y2 xy 3 9 9 81 27…

Q: Road Width = 10 meters %3D Fill Slope 2H:1V while Cut Clope 1H:1V %3D %3D If the Cross-section notes…

Q: Latitude Departure ne Length(m) Calculated Bearing +N -s +E -W 13.20 17.42 10.00 13.90 11.55 66.07

Q: b) Table Q4(b) shows coordinates of points ABCD, which is a boundary of a closed traverse, taken…

A: Table for coordinates Circumference of sphere = 40074 kmTo determine: Perimeter of closed traverse

Q: Q.3. A levelling table is given below. a) Calculate the elevations of every station given in the…

Q: Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the…

A: Disclaimer “Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: DE and solve the AREA using DMD. Sketch the traverse. LINES DISTANCE (m) BEARING LATITUDE DEPARTURE…

A: According to given data Lines Distance (m) Bearing (∅) Latitude L=l cos ∅ Departure D= l sin…

Q: A 30 m chain used for a survey was found to be 30.10 m at the beginning and 30.30 m at the end of…

A: Given- Measured lengths of the chain L1'=30.10 mL2'=30.30 mActaul length L=30 mScale-S=1 cm : 8…

Q: A closed traverse has the following data: LINE BEARING DISTANCE A-B S 15° 36' W 24.22 S 69° 11' W N…

Q: A closed traverse was surveyed and the resulting values of latitudes and departures were computed.…

Q: Given: Lines Bearing S 73°21'E S 40°10'E S 26°42'W N 14°20’W N 12°20'E Distances А-В 247.20 В-С…

Q: Problem no. 8: Given the following cross-sectional notes below with side slopes of 1:1 and a same…

Q: Problem No. 3 Given: Bearing S 73°21'E S 40°10'E S 26°42'W N 14°20'W N 12°20'E Lines Distances A-B…

Q: 1. On the sketch provided, use open compass traverse and adjust the observed directions and tabulate…

A: 1. The forward bearing of the line CD is S33°15É. The backward bearing of the line CD is N33°15W.…

Q: Measurement of three horizontal angles about point P: are APB= 12°31'50'' BPC= 37°29'20'', and CPD=…

A: Given data, APB = 12°31'50'' BPC = 37°29'20'' CPD = 47°36'30'' APD = 97°37'00''

Q: Compute the area of the given traverse using DOUBLE-MERIDIAN DISTANCE and DOUBLE-PARALLEL DISTANCE…

Q: Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse…

Q: Problem no. 8: Given the following cross-sectional notes below with side slopes of 2:1 and a same…

Q: A surveyor uses an auto-level instrument to calculate the length of the sides of a traverse…

A: The formula to calculate the horizontal distance is given by, D=KS+C Here, K is the multiplying…

Q: Find the elevation of point B. Prism 4.68 B L = 226.37' 51.71 Instrument 5.65' BM 1 elevation =…

A: The answers are, Elevation of point B is 842.138 feet Horizantal distance between benchmark and B is…

Q: 2. Plot the given traverse (Scale your drawings) Line A -B B - C C-D Length 229.70 m 130.55 m 161.46…

A: We can adjust the latitude and departure of traverse by 2 methods Compass rule Transit rule . I…

Q: 3700 500 3850 450 B 2700 450 630 3820 4 2900 175 1 3 А 2

A: The staff reading taken firstly as back is termed as Back sight (B.S.) The staff reading taken in…

Q: Given the following sketch and the tabulated data for a closed traverse, determine the length of the…

Q: QIA) The following are the bearings observed in traversing. Calculate the interior angles of the…

Q: t is the A line was measured on a sloped ground to be 15.94 m long. If the vertical distance between…

Q: Following are the interior angles of 5-sided closed traverse, Determine the Federal Geodetic Control…

A: The correct answer is Third order- Class 1.

Q: Measurement of three horizontal angles about point P: are APB= 12°31'50" BPC= 37°29'20", and CPD=…

A: Solution:-Given,APB=12°31'50''BPC=37°29'20''CPD=47°36'30''APD=97°37'00''Determine the most probable…

Q: The tabulation shows the observerd data of a traverse. Determine the unknown quantities. BEARING 5…

Q: АВ 33.48 N 73°23' E BC 8.11 S 39°30' E CD 39.42 S 43°40' W DE 7.08 N 39°50' W EA 22.02 N 17°33' W

Q: FUNDAMENTALS OF SURVEYING A field is in the shape of regular octagon. The direction of the bounding…

Q: Include the solution and the sketch of the traverse. What is the angular misclosure of a six-sided…

Q: From the given traverse, complete the tables below. Group 6. Traverse Data LINE DIST (m) Bearing AB…

Q: With the following information of a closed traverse, determine the bearing of line BC. AB: 44.47,…

Q: Solve for the area of the given traverse using Double Meridian Distance Method. B Not to Scale S 49°…

Q: Problem 4.8 A peg adjustment were conducted by a surveyor using a Wye level and the following notes…

A: When the instrument is at point 5, apparent difference in levels= 2.718-1.752=0.966 m When the…

Q: In geodetic surveying, calculations involve equations from algebra and plane trigonometry.…

A: Answer: False

Q: Compute the area of the given traverse using DPD and DMD method. COURSE LENGTH (m) BEARING AB 495.85…

A: Latitude=Length of AB×cosθLatitude=Length of AB×sinθ

Q: Compute for the area of the closed traverse using triangle method. D N 45°55'21" E 276.48' S…

Q: 3. LINE AZIMUTH DISTANCE (m) А-В 86°35' 607.66 B-C 31°35' 301.08 C-D 137°10' 677.73 D-E 240°45'…

Q: SHOW COMPLETE SOLUTION IN SOLVING A AND THE AREA 1. a. Find the length r and p of the missing sides…

A: DMD of a line = DMD of previous line + Departure of previous line + Departure of present line. In…

Q: Given the following data, find the area of the traverse using DMD method. LINE BEARING DISTANCE 1-2…

A: To find :- Area of the given traverse using DMD method. Latitude = LcosQ Departure = LsinQ Where Q…

Q: Q9) The bearing of the sides of a closed traverse ABCDEA are as follow: Side AB BC CD DE EA F.B 107°…

A: GIVEN: The bearing of the sides of a closed traverse ABCDEA are TO FIND: Interior angles of the…

Q: TWO Parallel t 350 m. DIF the с parallel tang (2) Compute What is

Q: 2. Traverse data are tabulated as shown. Adjust the lengths and bearing angles to close the…

Q: A closed traverse was surveyed and the resulting values of latitudes and departures were computed.…

A: From the given traverse table, we have Total error in…

Q: Compass Rule and Double Meridian and Double Parallel Data. 1. Using Compass Rule find and table the…

Q: A closed traverse has the following data as shown below. Find the bearing of line BC. Line Bearing…

A: In the above closed travers bearing of the two line is missed which calculated with use of sum of…

Q: • If the Compass Course 195°, Var. 15°W %3D Calculate True Bearing. And compass error Compass Course…

A: True bearing = Compass course ± Devitaion here,negative for W deviationpositive for E deviation…

Question

. Sketch the traverse to scale.
2. Draw the equivalent transformed figure.
3. Determine the missing or omitted measurements. Show figure and
solution.

DISTANCE (m)
113.45
88.67
LINE
BEARING
N 11°38' E
N 88°29' E
S 18°10' E
S 23°50' W
1-2
2-3
3-4
4-5
5-1
UNKNOWN
80.10
122.38
UNKNOWN

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

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 images

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

ANSWER KEY: D= 51.8319m∆h= 13.5430mElev Sta. A= 70.8530m
Answer should: ra= 42.4319m rb= 382.0201m
Q avg = 0.181 m^3/s
Ans. key : 1) 19.45 KPa. 2) 48.63 KPa 3) 1.37 kN/m
Answers a) 0.864 b) 18.76 kN/m3 c) 5.91 meters
Transit is set up at A observeda stadia intercept of 2.2 m at a verticalangle of +1823’. The stadia interval factor ofthe instrument used is 95.5 and stadiaconstant of 0.3 m. If the height of instrumentis 1.62 m, and the rod reading is 1.95 m.Determine the horizontal distance from thetransit set up A to the rod at point B. a. 201.44 m c. 198.45 b. 189.48 m d. 186.56 m
Given:Upper reading = 1.64 mMiddle reading = 1.57 mLower reading = 1.51 mVertical Middle Angle = 10°32’00”Elev of point A = 333 mH of instrument = 1.2 mK = 100Stadia Constant = 0 Solve the ff.: A. Inclined, horizontal, and vertical distance B. Elevation of point B.
Compute for the coordinates of station O. Note that: A has a northing of 1620925.334 and easting of 507672.847. B has a northing of 1620923.996 and easting of 507617.614. C has a northing of 1620694.527 and easting of 507681.770. STATION OCCUPIED STATION OBSERVED HORIZONTAL ANGLE (m) O B 0˚00’00” A 0˚29’49” O A 0˚00’00” C 64˚08’18”
1Q is 18 7T is 72
Ray= 97.8553kn Rbx= 73.7132kn Rby= 14.14221 kn this must be the answer show solution pls
ANSWER KEY:Elev Sta. B= 700.3994mElev Sta. C=243.2945m∆hAB = 458.8394m∆hBC = 457.1049m∆hCA = 1.7345m
0 a 2178 kN O b. 3726 kN 1| select one: WG o weiox92