An area of land is bounded by straight sides in the shape of a five-sided clockwise polygon ABCDEA. A traverse is run around the area and the coordinates of A, B, C, D and E 2) are calculated as follows: Point mE mN A 679.11 775.87 B 826.93 807.32 1010.75 711.89 D 985.54 487.66 E 802.38 364.91 Calculate the area enclosed by the traverse lines using the 'Cross coordinate method in m2.

An area of land is bounded by straight sides in the shape of a five-sided clockwise polygon ABCDEA. A traverse is run around the area and the coordinates of A, B, C, D and E 2) are calculated as follows: Point mE mN A 679.11 775.87 B 826.93 807.32 1010.75 711.89 D 985.54 487.66 E 802.38 364.91 Calculate the area enclosed by the traverse lines using the 'Cross coordinate method in m2.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A wheel rests at the corner of a block as in the figure. If F is a minimum force required to raise the wheel onto the block, what is the force acting at point A? The block is fixed. F 1600mm DIA 209 BLOCK 1000 N 250mm
what is the following: (in meters)1. Length AB2. Length BC3. Length CD4. Length DE5. Total traverse6. Elevation B7. Elevation C8. Elevation D9. Elevation E please show solutions thank you!
Points C and D have the following coordinates (Northing, Easting). C = (800, 600), D = (450, 350). What is the length of a line from D to C? 430.12 ft. O 474.34 ft. O 350.00 ft. O 250.00 ft.
3. The Distance from A andB to a point C are measured with the following results; BC 754,46 m, AC-2962.43 m. Assuming C to be to the right of AB and given the following coordinates, determine The angles of the triangles ABC, N(m) E(m) 82282.61 28905.74 79634.85 29974.47
PROBLEM 1: The following are bearings and distances taken on a closed traverse. Line Bearing N60°E Distances В 1200 m C Due South A N60°W A line from vertex A to point F on the side BC divides the traverse and makes area ABF to be 280,000 m². Find the length of the line BF.
What is the area of the following closed traverse? A B с D N 1326.485 1542.432 1227.488 1099.338 E 6284.222 7006.415 7104.755 6374.181
If the coordinates of A are 4265.00ON and 2370.000E, calculate the coordinates of B, C and Dusing the balanced latitudes and departures given below and calculate the area of the dosed travese and calculate the area of the closed traverse COURSE BAL LATITUDE BAL DEPARTURE A-B B-C 68.855 -75.124 147 322 +86 444 +81 473 C-D D-A +68 425 +129.733 -74.774 STATION N. AREA (m2)
1. Lines AB and CD are extended to intersect at the vertex. Points A and B are in back tangent and points C and D are in the forward tangent of the simple curve respectively. Point A is at station 12+116.17. The radius of the simple curve is 240 m. In the table are the coordinates of the points. Determine the following: ΡΟINT NORTHINGS EASTINGS A 20655.99 20765.01 20933.92 21049.51 В C 20777.00 21210.84 D 20710.87 9.11 a. The angle of intersection of the tangents. b. The tangent length of the curve. c. The length of the curve. d. The length of the long chord. e. The stationing of the vertex. f. The stationing of the beginning of the curve. g. The stationing of the end of the curve.
A surveyor sets up a transit at X which is located at the middle portion of a four sided tract of land and reads directions and measures distances as given in the table. Line Azimuth (°) Distance (m) XA 35 428.97 XB 145 531.55 XC 235 478.62 XD 293 596.68 Find the area (m2) of the land.
Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80 375.50 410.90 158.50 Direction S 06⁰ E S 40° W N 81° W N 48° E S 88° E 0.83 0,79 0.71 0,81 O 0.90 O
x2 The asymptote of the hyperbola given by 1 has the equation 9 4 2х- Зу %3D0 Зх - 2у %3D 0 O A. В. 2х - у %3D 0 2x + y = 0 C. D.
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