Situation 21 Another closed parcel was surveyed by the same party who laid out the lot in situation 1. However, due to carelessness of one member some information of the technical description were lost. Bearings of courses AB and BC are now unknown as shown in the table b Course Length, m Bearing AB 62.00 BC 11Y.X0 S35 25 W N5X 3Y'W N2 5Z'E CD 4х. 30 DE 13X.8Y EA 12.00 Compute the following: i. ii. Bearing of course AB. Bearing of course BC.

Situation 21 Another closed parcel was surveyed by the same party who laid out the lot in situation 1. However, due to carelessness of one member some information of the technical description were lost. Bearings of courses AB and BC are now unknown as shown in the table b Course Length, m Bearing AB 62.00 BC 11Y.X0 S35 25 W N5X 3Y'W N2 5Z'E CD 4х. 30 DE 13X.8Y EA 12.00 Compute the following: i. ii. Bearing of course AB. Bearing of course BC.

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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situation 2] Another closed parcel was surveyed by the same party who laid out the lot in situation 1. However, due to carelessness of one member some information of the technical description were lost. Bearings of courses AB and BC are now unknown as showm in the table below. Course Length, m Bearing AB 61.00 112. 80 48.30 138. 82 BC Øsc S35°25'W N 58 ° 32 'W CD DE EA 11.00 N2° 51 'E Compute the following: i. Bearing of course AB. Bearing of course BC. ii.
14. From the given technical description of a lot. Lines Distances (m) Bearing N 48°20' E N 87° 00' E AB 529.60 BC 592.00 CD S7°59' E 563.60 S 80°00' W N 48°12' W DE 753.40 EA 428.20 a) Find the corrected bearing of line BC using transit rule. b) Find the corrected bearing of line DE using transit rule. c) Find the corrected distance of line EA using transit rule.
Show complete and detailed solution. Use 2 decimal places. A triangular lot ABC has a bearing and distance of line AB to be N 40deg E and 800m and CA equal to 960m long. The lot is to be dividedsuch that the area of APO is only 1⁄4 of the area of ABC. Point O is along the line AB and point P is along the line CA. The area of triangle ABCis 300, 000sq.m. AP is equal to 600m long. 6. Compute the distance AO7. Compute the diving line PO8. Compute the distance BC
From the given technical description shown. Lines Bearings Distances (m) AB N 32°27' E 110.8 BC 83.6 CD S 8°51' W 126.9 DA S 73°31' W EA N 18°44' W 90.2 a) Compute the bearing of line BC. b) Compute the distance of line DE. C) Compute the area of the lot using DMD.
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.
Given the description of the lot a. Make a sketch of the lot b. Compute the area of the lot c. A dividing line is drawn from corner 5 to midpoint of line 2-3. Determine the bearing and length of the dividing line Line/Course Length Bearing 47° 49'W 1-2 S 2-3 N 28° 16'W 3-4 N 79° 21'E 4-5 S 63° 26'E 5-1 S 06° 44'W 30.48 111.37 29.09 56.68 56.70
2. The building is to be constructed on a lot shown below. Calculate the distances of lines (1-2) and (6-7, S70° 21'50E N64 25 41E 49.794 50.495 10 8 N86" 52 22"W 1 7 3 S54 50 45"E 56.321 4 S68° 13 05"W 46.744 N66° 52 51W 48.0 17 N18° 55' 42"E 43.052 N16° 01' 49°W S3* 22 11"W 32,107 2. S6° 42' 59"W 25.818
10. Using the grade stake elevations shown below for your 3 foot offset stakes, prepare a Grade Sheet for the Contractor. THIS IS TO EUILD THE CURBS. 0+52 PC 504.71 4+50 508.46 1+00 504.78 5+00 508.77 5+ 50 SI0.45 1+50 504.93 5+55 510.61 2+00 504.98 6+00 511.73 2+50 505.82 6+50 512.00 3+00 506.99 7+00 512.02 3+50 507.61 7+50 512.11 3+75 507.87 8+00 512.24 4+00 508.26 8+38 512.73
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)
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Glven the technical description of a certain lot, complete the tables below: DIST 38.588 37.736 28.278 83.100 LINE AB BC CD DA Station A B C D BEARING N 58° 46.9' E S 57° 59.7¹ E S 30° 46.5' E N 73° 0' W interior < division gnerating fr. B Area 1 Area 2 Total * Express all values up to 3 decimal places. * If the value is zero just write 0. * If the value is negative, include the negative sign without space in between negative sign and the number. Example: value = -37, input: -37.000 * For positive values, do not include the + sign in writing the answer. * Do not include the unit in writing the answer/s.
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