Problem 1.Given below is the technical description of a lot 2081, Cebu Cadastre.BearingsS 32°17' WS 36°25' WN 15°47' WN 73°07' ELinesDistances (m)1-222.042-310.003-45.004-519.95a) Find the area of the lot by DMD method.b) Find the DPD of line 3-4.C) Find the area of lot by DPD method.

Calculate the latitude and departure using formula and substitute in the table as given as,…

Problem 1. Given below is the technical description of a lot 2081, Cebu Cadastre. Lines Bearings S 32°17' W S 36°25' W Distances (m) 1-2 22.04 2-3 10.00 3-4 N 15°47' W 5.00 4-5 N 73°07' E 19.95 a) Find the area of the lot by DMD method. b) Find the DPD of line 3-4. C) Find the area of lot by DPD method.

Problem 1. Given below is the technical description of a lot 2081, Cebu Cadastre. Lines Bearings S 32°17' W S 36°25' W Distances (m) 1-2 22.04 2-3 10.00 3-4 N 15°47' W 5.00 4-5 N 73°07' E 19.95 a) Find the area of the lot by DMD method. b) Find the DPD of line 3-4. C) Find the area of lot by DPD method.

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: 3.05 0.2 6.5 3.1 Figure 2.5.5 - Question 5 (Revised) Inside perimeter Outside perimeter Centreline…

A: Outside perimeter = 6.5+6.5+3.1+6.5-1.35+2.75+6.5+3.1+2.75+1.35 Outside perimeter = 37.7 Inside…

Q: Intersection return at First Street,

A: Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: Compute the area in acres of triangular lots shown on a plat having the followingrecorded…

A: Area of the right traingle=12×b×h=12×208.94×232.65=24304.945 square ft We know that one square…

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

Q: Subdivide the lot having the given technical description into two equa! areas by a ine parallel to…

Q: Q1/ The table shown below is obtained from a survey of a street project. Calculate the height of…

A: Solution:- Given data:- R.L. of B.M = 57.75 m Station Distance (m) B.S. I.S F.S 1 B.M 2.58…

Q: Situation 1: A lot is bounded by three straight sides namely: AB, N 45° E, 160m long, BC and CA both…

Q: OCC C1 C2 C3 C4 OBS C2 C3 C4 C1 LAT -50.67 -86.88 57.96 79.59 DEP 138.89 -55.98 -107.37 24.47…

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: To determine the area of a triangular lot ABC, a surveyor set-up a transit at point P inside the lot…

Q: 1. A parcel of land has a technical description as shown in the tabulated data. Lines Bearing 1-2 S.…

A: First we will convert all bearing in WCB and then calculate the internal angle.

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

Problem 1.
Given below is the technical description of a lot 2081, Cebu Cadastre.
Bearings
S 32°17' W
S 36°25' W
N 15°47' W
N 73°07' E
Lines
Distances (m)
1-2
22.04
2-3
10.00
3-4
5.00
4-5
19.95
a) Find the area of the lot by DMD method.
b) Find the DPD of line 3-4.
C) Find the area of lot by DPD method.

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps

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

(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.
A parcel of land as surveyed for Roman Tano on September 7, 2005. The is situated in the Bgy of 646 District of Sta. Ana, City of Manila, Island of Luzon, Bounded on the East along line 4-1 a right of way 4.00m wide; on the South along line 1-2 by Lot 2 Block 2; on the West by a river 10Om wide; and on the North by Philippine Railroad. Prepare a survey plan for this lot Line Bearing Distance 1-2 S 79°06 'W 17.71m 2-3 N 05°20' W 25.56m 3-4 N 53°10' E 21.34m 4-1 S 03°58' E 35.07m
1. Draw the lot base on the lot description on TCT (Transfer Certificate of Title).2. Calculation of Area by:a. Triangle Methodb. DMD Methodc. DPD Method3. Subdivide the lot into 2 equal parts. *Reference Course #2 … bounded and described as follows:A parcel of land (Lot 8-E of the subd., plan Pad-03-004697, being a portion of lot 8, (LRC) Pcs25914, LRC Rec, No.), situated in the Mun. of Balanga, Province of Bataan. Bounded on the E., along line 1-2 by lot 8-D of the subd. Plan; on the S., along line 2-3 by lot 9; on the W., NW., and N., along lines 3-4-5-1 by (Road) lot 4, (LRC) Pcs-25914. Beginning at a pt. marked “1” on plan, being N. 27 deg. 42’ W., 424.58m from B.B.M. 8, Balanga Cad.; thence S. 6 deg, 07’E., 15.03m. to pt. 2; thence S. 81 deg. 00’W, 25.57m. to pt. 3; thence N. 1 deg. 38’ W., 5.54m. to pt. 4; thence N. 42 deg. 55’ E., 16.36m. to pt. 5; thence N. 83 deg. 34’ E., 12.75m. to the pt. of beginning; containing an area of THREE HUNDRED TWENTY-SEVEN (327) SQUARE METERS.…
A rectangular lot was measured using a 50 m steel tape which was found to be 0.025 mtoo short. If the recorded length and width are 180 m. and 120 m. respectively, determinethe following:a. Actual dimension of the lotb. The error in area introduced due to the erroneous length of tape
Given the following data of lot ABCD. Find the cost of the lot if it cost P16,600 per square meter
A rectangular lot was measured using a 50-m steel tape which was found to be 0.025m. too short. If the recorded length and width of the lot are 180.455m and 127.062m, respectively. Determine: 4. a. the actual dimensions of the lot (8) the error introduced in the area. (7) b.
Calculate the net volume of the grid below in cubic yards using the borrow-pit method. Net volume is calculated as cut volume minus fill volume (all numbers are in ft.) Grid cell side length = 5 Design elevation = 50.00 As-Built elevation of A0: 49 As-Built elevation of A1:52 As-Built elevation of A2: 55 As-Built elevation of B0: 48 As-Built elevation of B1: 50 As-Built elevation of B2: 53 As-Built elevation of CO: 45 As-Built elevation of C1: 47 B A 0 1 2 0.23 yd³ Cut 25 yd³ Cut 25 yd³ Fill 0.23 yd³ Fill C
A pay yard is the volume unit specified as the basis of payment for an earthmoving contract. True False
2. Compute area of the parcel below. -5.0 -19,7 جر 0.0 -15.0 0.0 15.0 -4,6 17,0 18.4
Subdivide the lot into 2 equal parts. *Reference Course #2… bounded and described as follows:A parcel of land (Lot 8-E of the subd., plan Pad-03-004697, being a portion of lot 8, (LRC) Pcs25914, LRC Rec, No.), situated in the Mun. of Balanga, Province of Bataan. Bounded on the E., along line 1-2 by lot 8-D of the subd. Plan; on the S., along line 2-3 by lot 9; on the W., NW., and N., along lines 3-4-5-1 by (Road) lot 4, (LRC) Pcs-25914. Beginning at a pt. marked “1” on plan, being N. 27 deg. 42’ W., 424.58m from B.B.M. 8, Balanga Cad.; thence S. 6 deg, 07’E., 15.03m. to pt. 2; thence S. 81 deg. 00’W, 25.57m. to pt. 3; thence N. 1 deg. 38’ W., 5.54m. to pt. 4; thence N. 42 deg. 55’ E., 16.36m. to pt. 5; thence N. 83 deg. 34’ E., 12.75m. to the pt. of beginning; containing an area of THREE HUNDRED TWENTY SEVEN (327) SQUARE METERS. All pts. Referred to are indicated on the plan and are marked on the ground as follows: pts. 1 & 2 by P.S. Cyl. Conc. Mons.; and the rest by Old P.S.…
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
a.Calculate the total volume of cut. b. Calculate the total volume of fill.