A parcel of land is to be subdivide into parts and the Engineer got this data below. Calculate the larger area by dividing this parcel of land into two parts by a line between two paints (D and A). Hint: Use balance/adjusted measurement before partition. Line Length (m) Bearing AB 177.212 N 37.984° BC 44.547 S 55.113 CD 188.647 S 7.651° DE 42.934 48.171° EA 120.873 N 20.642 la

A parcel of land is to be subdivide into parts and the Engineer got this data below. Calculate the larger area by dividing this parcel of land into two parts by a line between two paints (D and A). Hint: Use balance/adjusted measurement before partition. Line Length (m) Bearing AB 177.212 N 37.984° BC 44.547 S 55.113 CD 188.647 S 7.651° DE 42.934 48.171° EA 120.873 N 20.642 la

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Line MN, 25Em long, was paced five times by the surveyor and recorded as follows: Trial No. Distance 121 2 122 3 120 4 124 122 Another line OP was paced four times again with the following results: Trial No. Distance 1 122 2 314 311 4 322 Determine the actual length of line OP. 1,
3. COMPUTE THE MISSING LENGTHS OF TWO SIDES Latitude Departure Line Bearing Distance N (+) S(-) E (+) W (-) 1 2 89 31 W 108.27 2 3 02 02 W 57.05 3 4 56 13 4 5 S 56 55 E 5 1 S 09 31 E 108.27
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Given the table below, compute the area of the traverse by coordinates method. Traverse x-coor 0.00 ABCDEFGHA с А 5.00 27.00 Area 55.00 50.00 28.00 34.00 5.00 0.00 y-coor 0.00 48.00 35.00 45.00 -35.00 -50.00 -25.00 -10.00 0.00 [a] square units * Express all values up to 3 decimal places. Do not include the unit in writing the answer/s.
NOTES: Study example of cases: 1. :Dividing a tract of land into two parts by a line between two points and 2. To cut off a required area by a line through a given point 1. Course AB BC CD DE EF FA Sums Given in the accompanying tabulation are the adjusted latitudes and departures of a parcel of land Adj North Adj South Latitude Adj west departure Adj East Departure 238.36 313.67 585.18 120.02 Latitude 408.25 165.08 173.40 +746.73 m 163.40 361.72 221.61 746.73 +1257.63 350.43 906.80 This parcel of land will be divided into two parts by a line running from station F to station C a. What is the length of the dividing line running from sta F to sta C b. What is the bearing of the dividing line FC C. What is the area east of the dividing line(parcel CDEF) in hectares 1257.63
▾ Part A What is the area of the rectangular field whose dimensions are 248.03 ± 0.05 ft by 200.79 ± 0.04 ft? Express your answer in feet squared to five significant figures. ▸ View Available Hint(s) S = Submit Part B 1 ΑΣΦ Η vec ? What is the estimated error of the area of the rectangular field in Part A? Express your answer in feet squared to four significant figures. ▸ View Available Hint(s) Eprod = Submit Part C ΜΕ ΑΣΦ 艹 vec ft² ? ft² What is the area of the rectangular field whose dimensions are 221.59 ± 0.02 ft by 444.84 ± 0.04 ft? Express your answer in feet squared to five significant figures. ▸ View Available Hint(s) ΜΕ ΑΣΦ vec S = Submit Part D ? ft² What is the estimated error of the area of the rectangular field in Part C? Express your answer in feet squared to four significant figures. View Available Hint(s) ΜΕ ΑΣΦ vec Eprod = SUDmit ft2
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Given the following data of a tract of land, find the area of the Tract ABCDP. The parcel of land is divided into two parts by a line through A with a bearing of N 75° 30' E. LATITUDE (m) DEPARTURE (m) LINE AB 490.71 47.27 BC 587.12 608.89 CD -327.41 786.78 DE -1002.76 218.32 EF -122.67 -1116.62 FA 375.01 -544.64 Tract ABCDP 75 30 Dividing Line Tract PEFA Trial Line Copy Share Select all Web search Dictionary 91.03 Hectares 5 113.71 Hectares 86,54 Hectares O 95.38 Hectares
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22.) Line MN, 251m long, was paced five times by the surveyor and recorded as follows: Trial No. Distance 1 121 2 122 3 120 4 124 5 122 Another line OP was paced four times again with the following results: Trial No. Distance 1 122 2 314 3 311 4 322 Determine the actual length of line OP.
The following values are determined after measuring a line thru series of tape measurements are were recorded to be: 750.37, 750.43, 750.41, 750.50, 750.42 and 750.39. What is the probable error of any single measurement to the nearest hundredths? Choices: +-0.03 +-0.02 +-0.01 +-0.04