PLEASE ANSWER ASAP. UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places.FUNDAMENTALS OF SURVEYING Given in the accompanying tabulation are the adjusted latitudes and adjusted departures of a parcel of landCOURSEADJUSTED LATITUDE+N408.25-S165.08153.4ABBCCDDEEF350.43FA173.4906.8The length of a line running from station F to station C which will divide the tract into two partsADJUSTED DEPARTURE+E238.36313.67585.18120.02351.72221.61-WWhat is the bearing of the dividing line FC?What is the area in Ha east of the dividing line (parcel CDEF)?

Find bearing of dividing line FC Area of CDEF

Given in the accompanying tabulation are the adjusted latitudes and adjusted departures of a parcel of land COURSE ADJUSTED LATITUDE +N 408.25 -S 165.08 AB BC CD DE EF 350.43 906.8 FA 173.4 The length of a line running from station F to station C which will divide the tract to two parts 163.4 ADJUSTED DEPARTURE +E 238.36 313.67 585.18 120.02 351.72 221.61 What is the bearing of the dividing line FC? What is the area in Ha east of the dividing line (parcel CDEF)?

Given in the accompanying tabulation are the adjusted latitudes and adjusted departures of a parcel of land COURSE ADJUSTED LATITUDE +N 408.25 -S 165.08 AB BC CD DE EF 350.43 906.8 FA 173.4 The length of a line running from station F to station C which will divide the tract to two parts 163.4 ADJUSTED DEPARTURE +E 238.36 313.67 585.18 120.02 351.72 221.61 What is the bearing of the dividing line FC? What is the area in Ha east of the dividing line (parcel CDEF)?

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

Surveying question: The first line, AB of a four-sided property boundary (ABCD) has a bearing of S 42o 48' E. If the angles at the property corners (measured to the right) are the following: A= 113o 10' , B= 75o 44' , C= 94o 33' , D= 76o 33' And the side lengths are: AB= 115.2' , BC= 175.3' , CD=136.8' , and DA=159.7' What is the azimuth of line CD? Sketch the porperty boundary with labels.
Given the accompanying adjusted plot for a parcel of land. It is desired to divide the parcel into two parts by the dashed line shown. This line is to begin at Ron side DE and must be 400m from D. It isto run parallel to side CD until it intersects side BC at S. Determine the length of RS and the distance of S from C.
Provide Complete SolutionSubdivide the land into two equal area using a) A east-west line b) a line passing through corner 5. Plotthe subdivided lot separately and provide their technical description.The table provided below are the latitude and departure of the boundary of the lot (no need foradjustment) Line Lat Dep 1-2 0.000 161.036 2-3 -141.808 0.000 3-4 -.000 -141.808 4-5 64.094 28.041 5-1 77.714 -47.269 Sum 0.000 0.000
Question: Determine the subdivided areas by a line passing through corner C and at the mid-length of the line EA. Line Distance (m) Bearing Latitude Departure AB 145.26 N 28o45’W BC 80.42 N 33o00’ E CD 82.71 S 88o30’ E DE 90.38 S 30o 28’ E EA 153.81 S 41o 46’ W Solution:
The area of a triangular lot is to be computed, given the following trials for stadia interval factor: 102, 93, 97, 99, 104 and 107. The lot has its boundary named as A, B and C while the instrument is placed somewhere inside the lot. Point A is at N15°E with a stadia intercept of 1.211, rod reading of 1.926 m and an angle of -2°. Point B is at S65°E with a stadia intercept of 1.356, rod reading of 2.450 m and an angle of +1°20’ and Point C is at S30°W with a stadia intercept of 1.444 rod reading of 1.871 m with 0°. Determine the area of the lot if the instrument used has internal focusing. Please show complete solutions. Thank you.
Find the area of 1+234 and 1+876
The following offsets were taken at 20 m intervals from a survey line to an irregularboundary line 0.00, 3.50, 4.30, 6.75, 5.25, 7.50, 8.80, 7.90, 6.40, 4.40, 3.25, 0.00 mCalculate the area enclosed between the survey line, the irregular boundary line, and theoffsets, by:a) the trapezoidal ruleb) simpson’s rule
A pentagonal lot has the following data. SIDE AZIMUTH DISTANCE(M) AB 198° 30' 108.20 BC 288° 98.60 CD 356° 30' 112.40 DE 42° 20' 120.00 EA ? ? Find the following: a) bearing and distance (m) of line EA b) area of the lot ( in m2 ) and (in hectare) c) DMD (Double Meridian Distance) of line BC d) DPD (Doubel Parallel Distance) of line DE Kindly show a full and detailed solution, thank you!
Find the area of a piece of land with an irregular boundary asfollows:Station Offset Distance (m)0 + 000 5.590 + 010 3.380 + 020 2.300 + 030 3.960 + 040 4.80The stations are on straight-line boundary. Find the area of the landin m^2 by Trapezoidal Rule.
15. Given the two angles of a triangular lot mark as ABC (plotted clock wise). Angles A and B are both 22o35’. Sides BC and CA are both 45.55m. a. Compute the area of the lot. b. Determine the length of side AB. c. Determine the bearing of side BC if the bearing of side AB is Due West
1. A trapezoidal lot marked as ABCD (plotted clockwise) has the following bearing and distance: AB = Due West; 55.56 m BC = Due North; 38.78 m CD = Not given DE = Due South; 52.59m a) What is the length of line CD? b) What is the bearing of line CD? 2. Given the two angles of a triangular lot mark as ABC (plotted clock wise). Angles A and B are both 22o35’. Sides BC and CA are both 45.55m. a) Compute the area of the lot. b) Determine the length of side AB. c) Determine the bearing of side BC if the bearing of side AB is Due West
1. Two successive lines AB and BC are part of a perimeter of a traverse. The bearing of line AB is N 30oE. If the computed latitude and departure of line BC are -23.34m and -15.55m respectively, a) Compute the bearing of line BC. b) Determine the deflection angle of line BC 2. The algebraic sum of latitude and departure of a six-sided tract of land are as follows: EL = - 1.35m, ED = + 1.18 m. If the total length of boundary is 455. 56m, determine the precision or relative error of the survey.