Calculate the area of a piece of property bounded by a traverse and circular arc with the following coordinates at angle points: A (1275.11, 1356.11), B (1000.27,1365.70), C (1000.00, 1000.00), D (1450.00, 1000.00) with a circular arc of radius CD starting at D and ending at A with the curve outside the course AD. Divide the area of the lot in into two equal parts by a line through point B. List in order the lengths and azimuths of all sides for each parcel. NOTE: For this research work, use a white cartolina for your plotting, use appropriate scale and use the given format for your calculations.

Calculate the area of a piece of property bounded by a traverse and circular arc with the following coordinates at angle points: A (1275.11, 1356.11), B (1000.27,1365.70), C (1000.00, 1000.00), D (1450.00, 1000.00) with a circular arc of radius CD starting at D and ending at A with the curve outside the course AD. Divide the area of the lot in into two equal parts by a line through point B. List in order the lengths and azimuths of all sides for each parcel. NOTE: For this research work, use a white cartolina for your plotting, use appropriate scale and use the given format for your calculations.

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

From the given technical description of a lot, answer the following questions by completing the tabulation below. What is the adjusted length of line AB using transit rule?
By the trapezoidal rule, find the area between a traverse line and a curved boundary, rectangular offsets being taken at intervals of 5 meters, and the values of the offsets being h1 = 3.2, h2 = 3.4, h3 = 12.8, h4 = 11.2, and h5 = 4.4.
Complete answer
Given the following adjusted latitudes and adjusted departures of a closed traverse, determine the area of the traverse by the coordinate method. Assume that the origin of the coordinate system passes thru station 1. ADJUSTED LATITUDE (-)S ADJUSTED DEPARTURE (+ )E LINE (+)N (-)W I-2 490.71 47.27 2-3 587.12 608.89 3-4 327.41 1002.76 1 22.67 786.78 4 -5 218.32 5-6 I16.62 6-1 376.01 544.64 SUMS +1452.84 - 1452.84 + 1661.26 - 1 661.26 From the given problem: a. Write the given problem and the answers in clean paper b. Draw/Sketch the traverse based on the given coordinates c. Calculate the Double Area d. Tabulate all the data e. Calculate the area of the traverse
FAST PLEASEEE, YOU CAN USE SHORTCUT METHODS TO SOLVE THEM, THANK YOUUU!!!
A piece of land ABCDEA which lies at the corner of Cedar and Elm streets has the following data. The radius of the circular curve is 310.00. a) Find the co-ordinates of points A, B, C, D and E, if the x-axis passes through line AE and the y- axis through point B (see diagram). The co-ordinates of origin O are 0,0. b) Calculate the area of this piece of land in hectares. Figure 1: Land area at the corner of Elm and Cedar streets.
SOLVE THE FOLLOWING. SHOW YOUR DETAILED SOLUTION AND DRAWING. Traverse lines MN, NO, OP, are centerlines of a portion of a proposed highway. Respectively the bearings and distances are; MN due North, 277.60 meters; NO, N 26°40’ E, 107.00 meters, OP, N 61°30’ E, 200.00 meters. A previously designed compound curve connected these three tangent lines with the P.C.C at station 2+012.00. It is desired to revise the system into a single circular curve that will still be tangent to the three lines. Determine the following: a.) Determine the radius of the simple curve b.) Determine the stationing of the new P.C if station N is at 1+975.00. c.) Determine the stationing of the new P.T.
Determine the area bounded by a straight road and an irregular boundary using the data given below: STATION OFFSETS 0+000 8.63 0+030 5.44 0+060 7.89 0+090 4.43 0+120 6.14 0+150 5.09 0+180 7.71 Use the best method applicable. Round your answer to 3 decimal places.
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"