Given below is the technical description of a lot, having an area of 640.56 m?. It is required to subdivide this lot into two equal areas such that they will have equal frontage along the line CD which adjoins a street, Compute: 1. The distance of the other end of the dividing line from corner 'B'; 2. The distance of the dividing line; and 3. The bearing of the dividing line. DISTANCE LINES BEARING (m) N 72°23' АВ 33.46 E BC S 39°31' E 9.21 S 43°46' CD 39.27 W N 39°52' DE 7.06 N 15°50' EA 20.50 W

Given below is the technical description of a lot, having an area of 640.56 m?. It is required to subdivide this lot into two equal areas such that they will have equal frontage along the line CD which adjoins a street, Compute: 1. The distance of the other end of the dividing line from corner 'B'; 2. The distance of the dividing line; and 3. The bearing of the dividing line. DISTANCE LINES BEARING (m) N 72°23' АВ 33.46 E BC S 39°31' E 9.21 S 43°46' CD 39.27 W N 39°52' DE 7.06 N 15°50' EA 20.50 W

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Select

A: Given data- Length (L) = 20 m Area (A) = 350 m²

Q: From the given technical description of a lot, answer the following questions by completing the…

A: Solution: The tables are shown: Considering the first above two tables and do the calculation.

Q: 2. A parcel of land, with boundaries as described below is to be subdivided into two lots of equal…

A: Solution 50% area = 2587.065 Using Mid point formula, Easting of MidPoint M between E and A =…

Q: Consider a lot whose corners have the following X and Y coordinates (in meters): A (198.300,…

Q: 3. A lot boundary was measured from point A to B with a bearing of N 30°35' E. Compute for the…

Q: area of the equiangular friangular lot is of the sides of the lot has 1890.00 m², and one If the 1…

A: To find The distance of the three sides of the lot Bearing of the other two sides

Q: 5- Compute the area in acres of triangular lots shown on a plat having the following recorded…

A: Given data, Right angle side of triangular lot are given as 208.94 ft and 232.65 ft. 1 acre = 43560…

Q: A triangular lot ABC has a bearing and distance of line AB to be N 40deg E and 800m and CA equal to…

Q: A. of 3. An area of 200000 m² is to be segregated from the northern portion of the triangular lot…

Q: A rectangular lot ABCD was laid out using triangulation methods and points were taken from station…

Q: 1. Given the technical description of a triangular lot ABC LINES BEARING DISTANCES АВ N 30° E 73.2m…

Q: AA County Foad c6o wie) For the rectangular shown, the county road is to be place such that the…

A: Given: The diagram is a rectangle.

Q: N88 28' 24"E A 258.182 M S87' 33' 16"E 162.867M 1 4 144.666M S88* 53' 56"W 117.396 M 161.965 M…

A: Solution: Given: Line Bearing Distance m AB N 880 28' 24''E 258.182 BC S 370 45' 45'' E…

Q: situation 1] A private parcel was surveyed prior to the construction of a proposed fabrication…

A: *Multiple questions* As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q: Determine the length of the dividing line which will divide the lot with an area of 38,185 sq. m.…

A: Given:- The area of the lot = 38,185 m2 The bearing and distance of the lines are given Corner…

Q: Three points on a triangular lot has the following coordinates; A(5000, 3500), B(5550, 4160),…

Q: Determine the area bounded by a straight road and an irregular boundary using the data given below:…

Q: Given the description of the lot a. Make a sketch of the lot b. Compute the area of the lot c. A…

Q: Q1/ A tract ofland has three straight sides AB, BC and CD. The fourth side DA, is irregular. The…

A: For determining the area of the irregular boundary, we can use the following method. Mid point…

Q: 1. Draw the lot base on the lot description on TCT (Transfer Certificate of Title).2. Calculation of…

A: To find:- 1. Draw the lot base on the lot description on TCT (Transfer Certificate of Title).2.…

Q: LINE LENGTH (m) BEARING N 40° E S 10° E АВ 1200 ВС unknown CA unknown N 60° W

A: Traverse in surveying is of two types open and closed traverse. In an open traverse, the start and…

Q: 3. Find the area of a piece of land with an irregular boundary as follows: Station Offset Distance…

A: Given Values: Offset interval (d)=6 units Offset length (Oi) given in tabular form. (10 Values) To…

Q: Given the technical description of a triangular lot ABC. Find the following: A) Length of B (round…

A: In the question given, It is asked to determine the length of line AB,BC and area of Traverse

Q: Layla purchased a lot and has the following interior angles: 100 31'45", 110°16'05", 96°13'54", 115…

A: Hello dear this is the solution of your problem The answer is found to be 117°54'49" Hence option b…

Q: Given the technical description of a triangular lot: AB has a bearing of N 40° W and of unknown…

Q: 10. A deed describes a trapezoid shaped parcel, but is missing the last call to the point of…

A: Convert the quadrantal bearing into whole circle bearing Missing length is 8.58 chains Missing…

Q: For the rectangular lot, observations of sides A and Bwith their 95% errors are (252.46, {0.053) and…

A: Given:- The observations of sides A and B with 95% errors are:- A = (252.46 ± 0.053) ft B = (605.08…

Concept explainers

Surveys of public lands

A survey is a method used to determine the relative positions of various objects on the land by measuring the horizontal distances between them. Briefly, a survey is a process of accumulation of data of various details related to land. The main objective of surveying land is to prepare maps to a suitable scale. Various types of maps such as topographical maps, cadastral maps, engineering maps, military maps, contour maps, geological maps, archaeological maps, and so on can be prepared by surveying.

Question

Given below is the technical description of a
lot, having an area of 640.56 m?. It is required
to subdivide this lot into two equal areas such
that they will have equal frontage along the
line CD which adjoins a street,
Compute:
1. The distance of the other end of the
dividing line from corner 'B';
2. The distance of the dividing line; and
3. The bearing of the dividing line.
DISTANCE
LINES
BEARING
(m)
N 72°23'
АВ
33.46
E
ВС
S 39°31' E
9.21
S 43°46'
CD
39.27
W
N 39°52'
DE
7.06
W
N 15°50'
EA
20.50
W

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

a. Compute the area of the lot using TRIANGLE METHOD. Divide the lot into a series of triangles. b. Subdivide the lot into 2 equal parts. *Reference Course #2 N 83-34 - 00 E 12.75M LOT4 LOT 8-D S 81-00-00 W 2 25.57M NORTH 3 LOT9 6 6-07-00 E 15.03M 6.36M N 42-55-0 W1-38-00 W 5.54M
Answer the first 3 items X=6 Y=6 Z=3
I will downvote the incorrect solution..A lot has a frontage of 120 m along a road. The other sides, which are both perpendicular to the road are 90 m, and 60 m respectively. If it is desired to divide the lot into two parts by another perpendicular line to the road such that the area of the lct that adjoins the 90 m side is equal to one-third of the whole area. Determine the length of the dividing line.
Compute the area of the lot using TRIANGLE METHOD. Divide the lot into a series of triangles.
Subdivide the following trapezoidal lot into 2 parts (30:70) where the dividing line is parallel to the parallel sides of the trapezoidal lot and 30% of the area is on the side AB. LINES BEARINGS DISTANCES AB N 10 E 100 m BC N 80 E CD S 10 W DA N 52 W What is the length [Select] What is the area 200 m lots? [Select] of the dividing line? of the 1st (30% of the total area) of the two
The parents want to subdivide their inner lot into two equal area for their two sons such that the dividing line is between the middle of sides 1-2 and 3-4. The technical description of the lot is as foliows: Lines Bearings Distances 1-2 Due East 30 m 2-3 S 30° E 3-4 Due West 50 m 4-1 N 40° E Determine the length of the subdividing line O 15.4 m O 12.4 m O 14.5 m O 14.2 m
A four cornered lot has the ff. azimuth and distances with unknown non-adjacent sides. DISTANCE 300 m BOUNDARY 1-2 2-3 3-4 4-1 AZIMUTH 12° 00' 128⁰ 00' 192⁰ 00' 260⁰ 00' --- 150 m --- c. If the lot is to be subdivided into two lots having a ration of 2:3, the smaller lot being on the South East portion, compute the length of the dividing line.
Subdivide the lot having the given technical description into two equa! areas by a ine parallel to the side AB. LINES AB BC CD DA BEARING N. 10° E. N 80˚E. S 10' W N. 52' W. DISTANCES 100 m. -- 200 m. I Compute the area of the whole lot in acres. Compute the length of the dividing line. Compute the missing side BC. ANS: 4.14 acres, 158.11 m. 118.81 m.
(6 pts) The property below is to be subdivided so that the parcel labeled 1 must contain 6 acres. What is the length of line EC? (1 acre = 43,560 sq ft) East 422.00 ft 1 E South 960.00 ft North 960.00 ft West 422.00 ft 2.
Please show complete solution
A parcel of lot (trapezoidal) has a technical description as shown in the tabulated data. Lines Bearing Distance(m) A-B S01-27 E 27.72 B-C S 88-47 W 38.21 C-D N 06-57 E 28.01 D-A N 88-47 E 34.12 If the lot is to be divided into two equal parts such that dividing line must be parallel to the line AB, what is the length of the trial dividing line passing thru D? [Select ] in m what is the offset distance of the final dividing from trial v in m dividing line? [Select] what is the length of the final dividing line? [ Select ] v in m what is the offset distance of the final dividing from in m corner D? [ Select] what is the offset distance of the final dividing from in m corner C? [ Select]
Using the data below, division the lot into 2 equal portions using the E-W line (denote the east point as G and the west point as H) and do the following. Use Compass Rule if corrections are needed. OCC OBS LAT DEP DISTANCE (m) BEARING S69° 57' E C1 C2 -50.67 138.89 147.84 C2 C3 -86.88 -55.98 103.35 $32° 48' W C3 C4 57.96 -107.37 122.02 N61° 38' W C4 C1 79.59 24.47 83.27 N17° 5' E Clue: - Use C4 as the point through which the trial line will pass. - Point H is on line C2C3 whereas Point G is on line C1C4. Find: a. Length of the dividing line b. The coordinates of points G and H assuming that the local coordinates of C1 is (0.00E, 0.00N)