Answered: Find the latitudes and departures of…

Find the latitudes and departures of the following: 1. N 38° 30' E, 150.23 m. (SOLVED) 2. S 45° 10' W, 578.45 m. 3. Due North, 1250.75 m. 4. N 15° 25' W, 455.29 m. 5. S 85° 10' E, 236.87 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: • In which quadrants the following azimuths are located: 123, 87, 245, 341, 18, 322, 184, 217.

A: Note : - Hi, thank you for the question. As per our Honor code, we are allowed to attempt first…

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

Q: 5. The total error in the departure is -2.55m, while the sum of all positive and negative departures…

Q: 15-19. Using the corrected/adjusted latitudes and departures below. Determine the coordinates of the…

Q: X is a point having an elevation of 756.32 m above the datum. Point Y and Z are of unknown…

A: Given:

Q: 4 ) Calculate Lattitude and departure for length 77 m and Azimuth 23 Degree

A: given data length of line = 77 meter azimuth of line = 23 degree we have to find departure = ?…

Q: Two points, A and B, are 3143.50 meters apart. From a Third Point , C, an instrument is set up on…

A: The elevation difference between the points is calculated by the following equation tanθ=hd where…

Q: In a traverse, the latitudes and departures were observed to be: Σ latitude 1.45 m Σ departure =…

Q: SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of…

A: A closed traverse is given in tabulated form and it has been asked to determine missing data. Please…

Q: 3. A transit located between points A and B is set up at point P with elevation = 96 m, H.I. = 1.2…

A: Calculating the horizontal distance : D=K Cos2θ+CThe elevation of the observed point will be:V=D Tan…

Q: Triangulation Stations A, B, C, and D have the following observation angle Angle Values ACB 50° BAD…

A: Solution: "None of the options are correct in the above question " The correct value of the angle…

Q: A dumpy level is set up with its eye- piece vertically over a peg 'A'. The height from the top of…

A: Given data in question Station Peg heights To find out Difference in height of A and B

Q: computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the azimuth…

Q: 25 m and QR = 87 m, calculate: The distance PR to the nearest meter. The angle of elevation of T…

Q: Point A has an elevation of 130.48 m above mean sea level while elevations at points B and C are…

Q: 4.The latitude and departure of a traverse line were computed as +77.56m and – 87.78m respectively.…

Q: Using the Transit Rule, what is the adjustment (correction) of latitude for the course with a…

Q: From boat sailing due North of 16.5 kph, a wreck ship k and an observation tower T are observed in a…

A: Using principles of trigonometric surveying. The distance can be calculated.

Q: 6.A triangular piece of land ABC (clockwise) has the following directions: AB = N 45o23’, BC = S…

Q: vertical angle of +14o 55' is read to a target 1.50m above point B. The measured inclined distance…

Q: If the latitude and departure of a traverse line from R to S is -146.383m and 145.762m respectively.…

Q: A line was run from point 2 to point 3, 5 km apart. The average backsight and foresight distances…

A: Total observations to be made=Distanceavg turning point distnace-1Distance=5km=5000mavg turning…

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

A: Asked: To determine the distance of the closing line 4-1. Given: LINES BEARINGS DISTANCES (m)…

Q: The height of a tower was determined by trigonometric leveling. The instrument was set up at point…

Q: Tabulate the computed values accordingly. Length, Calculated Bearing LATITUDE DEPARTURE UNE +N -S +E…

Q: A vertical angle of +25°15' is read to a target 1.75m above point B. The measured inclined distance…

Q: Adjust the data of a closed compass traverse. Tabulate the adjusted directions of each line ab bc cd…

A: Convert the data in whole circle bearing: Line Length FB BB FB-BB AB 330.75 34o55' 215o 180o5'…

Q: Calculate Lattitude and departure for length 36 m and Azimuth 53 Degree

A: Given:- The magnitude of the length = 36 m The azimuth value = 53 degree To determine:- The…

Q: Two points, A and B, are 3143.50 meters apart. From a Third Point , C, an instrument is set up on…

Q: 0-075 m 0075 0075 2.50 m

A: Interior walls-→For this find the surface area of internal walls (not door and window)l length…

Q: 1. With the transit positioned at Station A, which has an elevation of 47.155 m and with an…

Q: 3- How is the parabolic velocity profile generated? Explain.

Q: The total error in the departure is -2.55m, while the sum of all positive and negative departures is…

Q: The azimuth and distance of line AB were recorded as 235o41’ and 45.67m. Determine the its latitude

Q: LINE DISTANCE BEARING AB 370m N 15° E BC 650 S 86° E CD 475 S 19° W DA 589 N 78° W

Q: SITUATION. A close traverse has error of closure of +0.68 in latitude, and +0.42 in departure.…

Q: Problem 1. Hill B (elev. = 2338.253 m) is in between hill A (elev. = 2336.264 m) and hill C (elev. =…

Q: Calculate Lattitude and departure for length 32 m and Azimuth 60 Degree

A: Given: Length of line, L=32 m Azimuth = 60 Degree To find: Latitude and Departure

Q: Determine the stationing of PT if PC is at station 9 + 845.19.

Q: The following are the observed data for an open compass traverse. Adjust the observed directions and…

A: Traverse- It is a series of lines along which the execution of the compass survey takes place. It is…

Q: Problem 3 X is a point having an elevation of 756.32 m above the datum. Point Y and Z are of unknown…

Q: 3. A turning point has an elevation of 65.15m and the foresight taken on that point is 0.30 m. If…

Q: Ship A is 11.3 nautical miles north of Ship B and bears 280°30'T from ship C. Ship B on the other…

Q: An inaccessible cliff was sighted from point A. The angle of elevation was observed to be 18.45°.…

Q: A. Computed latitude for course AB and BC. B. Computed Departure for course DE and EF.

A: A) Computed latitude for Line AB = 493.56 Computed latitude for Line BC = 590.53 B)…

Q: Two points A and B have an elevation of 12.45 m. and 32.75 m. respectively. If at point A, the…

A: Considering the given case as shown below: Let the horizontal distance between A and B be x

Q: Compute for the coordinates of station O. Note that: A has a northing of 1620925.334 and easting of…

A: The coordinates of station O is calculated by computing the latitude and longitude from the given…

Q: Given the following data for lengths AB (197.20m), BC (372.31m), CD (165.03m), DA (242.50m) and…

Q: What is to be the length of a traverse that has a latitude of (+)2095.70m and a departure of (-)…

Q: 1 ) Calculate Lattitude and departure for length 80 m and Azimuth 7 Degree

A: step 1-

Concept explainers

Unit Conversion

Standard units are also called SI units. SI units are used for measuring a physical quantity satisfying certain conditions. There are two types of units: fundamental units and derived units. Fundamental units are physical quantities that are independent, that is, they do not depend on other quantities like mass, length, or time. There are plenty of quantities in our lives which need to be measured and compared. Measuring is the comparison of a particular physical quantity with its reference value. A unit is a measure of a fixed physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.

Question

numer 2

Find the latitudes and departures of the following:
1. N 38° 30' E, 150.23 m. (SOLVED)
2. S 45° 10' W, 578.45 m.
3. Due North, 1250.75 m.
4. N 15° 25' W, 455.29 m.
5. S 85° 10' E, 236.87 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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 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

Compute the departure for the following line: S 13°-28'-50" W 118.97' O-115.6923 O-42.8872 O-27.7337 O-27.3387
6) Balance the departure and latitude using compass rule. complete solution. Show COURSE LENGTH (m) BEARING N 44° 13'W S 59° 52' W AB 824.85 BC 748.3 CD 741.79 155° 19' DE 721.62 N 85° 10' E EA 404.05 N 22° 2' E -end-
O O 9:0V Mark u out or1o ?What is the elevation of point BM1 in the below table if you know that the elevation of BM2 is 26.89 m Elevation 77? Elevation of BM2 FS HI BS Point No 1.532 BM1 1.873 BM2 الجواب 28.76 II The correct answer is: 27.231
[Q3) Compute the area of the following shape in (Dunam, Evlek, m2): -- B(19874 49,22477.67) V A(18774.61 22052.68) R750 m E(18774.61,20499.26) ک لطريقة الأمر الثاني C(21150.35,21334.59) D(20417.10.20220.82)
Consider the following data: Latitude Departure Side Length IN Is AB 500 415 283 BC 750 210.16 309.12 CA 850 204.51 591.81 1. What is the linear error of closure? а. О.113 b. 0.259 c. 0.045 d. 0.453 2. What is the balanced departure of side AB? а. 282.03 b. 283.07 c. 283.11 d. 283.42 3. What is the balanced latitude of side BC? а. 211.03 b. 211.04 c. 210.04 d. 210.28
Measured Interior Point (1) Angle (2) A 100 45'37" 231 23'43" 17 12'59" 89 03'28" C E 101 34'24" N (Y) 610.24 5000.00 N (Y) 10,000.00 E (X) 647 25 Legend: A Control station O Traverse station a fixed azimuth of 234°17'18" for line AW, Compute the azimuth for all sides 720.35
6) Balance the departure and latitude using compass rule. complete solution. Show COURSE LENGTH (m) BEARING АВ 824.85 N 44° 13' W BC 748.3 S 59° 52' W CD 741.79 155° 19' DE 721.62 N 85° 10'E EA 404.05 N 22° 2' E
The people in Metropolis made a tribute for Clark Kent and performed a survey to form his crest as shown in the figure. The course of the traverse is alphabetical (A-B-C-D-E-A). Determine the following: a. The unknown angle at point E. b. The bearings and azimuths (from north and south) of all the lines of the traverse assuming that line AB has a bearing of S 75°30' E.
AZIMUTH 1. Convert N 45 36' E to its equivalent azimuths 2. Convert S 65 15' E to its equivalent azimuths W
17.The height of a tower was determined by trigonometric leveling. The instrument was set up at point A, a distance of 75m from the base of the tower. The height ofinstrument set up was measured to be 1.22m. The top of the tower was observed at an angle of + 35o22’. Calculate the height of tower.
Line Length Azimuth АВ 357.20 99°45' ВС 183.18 154°45' CD 430.05 242°30' DE 425.18 353°15' Using Transit Rule, Solve the following using the data given below: Correction to be applied to the latitudes Correction to be applied to the departures Adjusted Distance of line AB Adjusted Distance of line BC Adjusted Bearing of line CD Adjusted Bearing of line DA
Complete the table below. STATION BM1 A с D E F BM2 BS 1.470 1.967 2.792 2.225 2.209 1.072 Highest elev of the line of sight Station with the highest elevation (excluding BM1 & BM2) Lowest rod reading Station with the Highest BS Lowest Elevation HI 368.382 369.414 370.245 370.780 370.278 371.138 FS 1.200 1.136 1.082 3.400 0.212 1.204 ELEV 367.182 368.278 369.163 368.555 368.069 369.934