Solve and show complete solution. From the technical description below, what is the coordinates of point C if the coordinates of A is (N,E)=(20000,10000)m? Line Length (m) Bearing AB 50.00 N 54° 48' E BC 52.72 Due East CD 54.00 S 25° 38' W DA 72.97 N 74° 12' W

Solve and show complete solution. From the technical description below, what is the coordinates of point C if the coordinates of A is (N,E)=(20000,10000)m? Line Length (m) Bearing AB 50.00 N 54° 48' E BC 52.72 Due East CD 54.00 S 25° 38' W DA 72.97 N 74° 12' W

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: Continuity equation can also be derived

A: To find : Whether the statement is true or false. Given : Can Continuity equation can also be…

Q: he magnetic bearing of a line AB is South 28 degrees 30 minutes East. What is the true bearing if…

A: True bearing – variation = magnetic bearing Magnetic bearing – deviation = compass bearing…

Q: The X and Y coordinates (in feet) of station Shore are 653387.06 and 395027.52, respectively, and…

Q: 5. Point P1 has coordinates N 5000.000 E 6000.000 Point P2 has coordinates N 5100.000 E 5800.000…

A: Note:- We are not allowed to provide handwritten solutions. Given:- The coordinates of point P1 = N…

Q: Q2) If you know that coordinate A= (140.83,180.25), coordinate B= (80.38, 130.42). Find Az AB,…

Q: The equation of the line having a slope of 2.1 passing through the point (-1, 1) is Ax + By + C = 0.…

A: Given:- The equation of the line having a slope of 2.1 passing through the point (-1, 1) is Ax + By…

Q: Q4/ A lake has the Fellowing Shape 50 6. 40 2.Pt 2. Pt use Trapezoidal Rule to estimate the Sur face…

Q: PROBLEM: A surveyor sets up a transit at point P which is located in the middle portion of a…

A: Given data shows the closed traverse of a four sided part of a land. It is asked to find the area of…

Q: Calculate the co-ordinates of point W. Given: [B] [M] [Z] + 294,000 + 112,876 +391,123 Angle 1…

A: Given:(B) + 294,000 ; + 804,721 (M) + 112,876 ; +764,174 (Z) + 391,123 ; + 116,678Angle 1= 73: 49…

Q: Line Length (m) Bearing N 51° 34' E АВ 22.36 BC 24.84 S 16° 50' W CD 30.00 N 79° 26' W N 77° 06' E…

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

Q: A 55°25' D S 80°21'E N 85°31'W B a. North 29 degrees 05 minutes West b. South 30 degrees 06 minutes…

Q: Solve and check for the unknowns. Use 2 decimal places. SHOW COMPLETE SOLUTION(SHOW HOW EQUATION 1…

A: Consider the following table: Line Length Bearing Latitude…

Q: Points C and D have the following coordinates (Northing, Easting). C = (800, 600), D = (450, 350).…

Q: X. Area by Triangle Point H is the middle portion of a four-sided tract of land and reads directions…

A: Data given Find: Area by triangles

Q: In Figure 1.1, determine the distance between point A and B which spans a wide and deep river. Lines…

A: Given data: BD=385.75 m CE=529.05 m BC=175 m AB=?

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 bearing of the…

Q: 6.1 The bearing of line AB is N Blank 1° E. 6.2 The interior angle at C is Blank 2°. 6.3 The north…

A: 6.1 Bearing of line AB = 180° - 46°09'+110°26' = 23°25' = 23.416° 6.2 Bearing of line BC = 180° -…

Q: A subtense bar 2 meters long is set up near the middle of traverse line MN. At M, the angle…

A: Given Subtense bar us 2 metres Angle Subtended at M and N is 30'5" and 63'15" respectively…

Q: In cylindrical coordinates with E(p, ø) = E,(p, 4)ap + E$(p, ¢)a4, the differential equation…

A: Given, The direction of line is EρEϕ=dρρdϕ, Point P=(ρ=4,ϕ=15°,z=4) Field=E=2ρ2cos3ϕaρ+2ρ2sin3ϕaϕ

Q: B. y = ce4* A. y = c,e 4* (D2 – 3D – 4)y = 30e4* A. y = ce4* + cze¯* +e* 10 B. y = ce4* + cze-* +…

Q: Q3: Point F is the intersection of Greenwich with the equator, point H have a latitude Q=60° and the…

Q: Q.2. O Please calculate the elevations of every station given in the table and show the arithmetic…

A: Height of instrument(H.I)=B.S+ Elevation Elevation of Reduce Level = H.I-I.S or H.I-F.S…

Q: XI. Area by Simpson's Rule or Trapezoidal Rule Simpson's rule: The given below is a series of…

Q: Lines AB and BC are on a straight line. The stadia intercept from A to B which are on the same level…

A: Calculate the horizontal distance between A to B, D = KS Cos2θ + C Cos θ K - Stadia interval…

Q: Compute the east coordinates of point Q in the below figure if you know the east coordinates of…

Q: Derive the continuity equation in cartesian co- ordianates.

A: mass flow rate of fluid m=ρAv where ρ is density of fluid, A is Area And v is velocityDischarge…

Q: From the given Station 5 + C120+ SN 382) Cross Section the proposed barangay of th 6-45+ SN82…

A: 1.

Q: 1. Find the coordinates or ordered pairs for v-t and a-t graph of the given position function 25t3 S…

A: we have to find the coordinates of velocity and acceleration

Q: Convert the following distances given in feet to meters: (a) 537.52 ft (b) 9364.87 ft

A: 1 feet=0.3048 meter537.52 feet=537.52X0.3048=163.836096 meters

Q: Calculate the radius of gyration of the quarter of the circle having a radius of 5m shown in the…

A: Given radius of circle = 5 m. Radius of gyration through polar axis means we have to take the polar…

Q: 3. The Distance from A andB to a point C are measured with the following results; BC 754,46 m,…

Q: If the bearing of line AB is S 29 degrees 23 minutes 30 seconds East and the bearing of CB is N 38…

A: Bearing of a line is the horizontal angle made by line with a reference line. There are two types of…

Q: Problem 2: The area bounded by the water line of a reservoir and the contours with a contour…

A: Diagram is drawn just for illustration and not as per the dimensions as the dimensions are not…

Q: 42. A 30-m steel tape is used to measure the distance of a line. The measured distance is 457.65 m.…

Q: 1- Find the area of the region bounded by y = 3√2x and y = 8

A: To find the area of the region bounded by the curves y=32x and y=8x2, we need to follow these…

Concept explainers

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.

Question

Solve and show complete solution.

From the technical description below, what is the coordinates of point C if the coordinates of A is (N,E)=(20000,10000)m?

Line	Length (m)	Bearing
AB	50.00	N 54° 48' E
BC	52.72	Due East
CD	54.00	S 25° 38' W
DA	72.97	N 74° 12' W

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 2 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

The actual pipe length of diameter 80 mm is 66 m. Along the pipe there are two 90° elbows, one globe valve and one 90° long radius bend. Determine the equivalent and the effective pipe length.
Q2) The areas within the underwater contour lines of a reservoir are as follows: Contour (m) 184 182 180 178 176 174 172 Areas (m²) 3125 2454 1630 890 223 110 69 Calculate(a) the volume of water in the reservoir between 172 m and 181 m contours using the end area method and the prismoidal formula. (b) the water level when the reservoir contains 1,200,000m³.
Please show complete solution
Two points on the Earth V and T as in the ?figure. How far is T from V 43 597 41° 28.7 46° 08'.2
Can you help me write a conclusion please, it's about traversing. The attached photo are the data and results and it's computation. Thank you 3 sentences atleast please.
1) The measure of the missing angle in the triangle below is. 95 350
Compute the angle 0 in the below figure (in grad), if you know the directions in grads QaB=129.2983° and ɑBc=247.14038 (Example answer 35.2345) A B Answer:
Determine the moment of inertia with respect to the: а. X'-ахis 250 mm 50 mm y X' 380 mm 25° X 50 mm 50 mm Hint: Use Mohr's circle. O 910,425,000.00 mm^4 133,125,000.00 mm^4 O 777,300,000.00 mm^4 O 662,246,354.23 mm^4
A circle has an equation of p? +y? = 48. Compute the common area between the circle p2 + y? = 48 and the curve 22 + 8y = 0. O 57.43 sg. units O 53.43 sq. units O 55.43 sq. units O 51.43 sq. units
Draw the profile for the point below: Distance (m) 0 22 30 45 Elevation (m) 355.7 355.4 354.2 353 60 78 85 91 125 150 352.6 352.9 353.4 353.7 354.7 355.2
E Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by the curve EF and line EF. R Angle theta = As given on Carmen G Point X- ft Y - ft A 500 500 B 1000 600 C 1500 1100 1300 2000 А E 700 1800 F 300 1000 Compute the area bounded by A, B, C, D, E, Arch EF and closing on A (The whole parcel in the blue lines). Report area in Acres with 4 decimals precision. Angle theta = 44° 00' 00"
Find the coordinate of the points B and C in the figure below if the coordinate of point A (250 E,250 N). (you have to check your result). N В 103 ° 59' 15™ 43 ° 20' 15" 230 m 36 ° 20' 15" 340 m 240 m