2) A surveyor sets up a transit at P which is located in the middle portion of a four- sided tract of land and reads directions and measures distances, as given below, to the five corners. Find the area of the tract, in square meters. LINE BEARING DISTANCE АР N 41030' W 410.52 m ВР N 38010' E 532.18 m S 70020' E S 6015' W СР 450.75 m DP 590.08 m

2) A surveyor sets up a transit at P which is located in the middle portion of a four- sided tract of land and reads directions and measures distances, as given below, to the five corners. Find the area of the tract, in square meters. LINE BEARING DISTANCE АР N 41030' W 410.52 m ВР N 38010' E 532.18 m S 70020' E S 6015' W СР 450.75 m DP 590.08 m

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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Similar questions

1. Determine the area of the six-sided tract of land shown based on the survey data indicated using triangle method. B, D E F ANGLE LINE LENGTH 88° 06' 37° 48' 62° 14' 53° 27' 76° 52' 41° 33' AOB OA 485.76 m ВОС OB 531.64 COD OC 311.27 DOE OD 571.82 EOF OE 526.31 FOA OF 448.53 888888
2) A surveyor sets up a transit at P which is located in the middle portion of a four- sided tract of land and reads directions and measures distances, as given below, to the five corners. Find the area of the tract, in square meters. LINE BEARING DISTANCE N 41030' W Ν 38010, Ε S 70°20' E S 60°15' W AP 410.52 m ВР 532.18 m CP 450.75 m DP 590.08 m
2. The buildine is to be constructed on a lot shown below. Calculate the distances of lines (1-2) and (6-7). 9 S70 21'50 E N64 25 41E 8 49.794 50.495 10 N86 52' 22"W |2 1 7 3 S54 50 45°E 56.321 4 S68 13 05 W 46.744 6. N66° 52 5TW 48.0 17 N18° 55'42"E 43.052 M.6V 10 .91N S3° 22' 11"W w 32.107 5 25.818
Given the following data of a tract of land, determine the area east of a line running from F to C. LINE LATITUDE (m) DEPARTURE (m) 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 D B Tract FABC (Area west of line FC) Tract CDEF (Area east of line FC) E A O 95.91 Hectares O 116.30 Hectares O B3.87 Hoctares O 105.54 Hectares
A tract of land with a data given below is to be divided into two equal parts by line EF which is a north-south line. Compute the distance of station D from point E. The lines CG and AC are just trial lines. Course AB Bearing S 25°13' E S 41°32' W Distance 25.68 m BC 27.75 m CD N 64°53' W 45.68 m N 63°15' E 54.67 m E DA B
A triangular lot of 30,000 sq. meter is to be divided into two equal parts such that the cutting line is from intersection between sides AB and CA to side BC. Below are the following data: Sides Bearing Distance AB N 15° E BC S 20° E CA N 55° W Determine the length of side AB O 114.975 m O 413.860 m O 252.662 m O 328.218 m O 200.377 m
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:
Situation 2] A surveyor was tasked to cut offa required area by a line through a given point. In the process of determining some required quantities there was a need to evaluate the resulting triangle BDP as shown. If the area of BDP is 630905.65 sqm, i. ii. The length of line DP is? The length of dividing line BP is? The bearing of dividing line BP is? iii. Trial Line 1419.63 m 12º17' K79928' B Dividing Line
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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