After getting knocked out by Luffy, Don Chinjao decided to buy a lot and retire for good. The following are the data of lot survey of Don Chinjao. Find the bearing of line CD. LAT DEP DMD DA AB -310.95 469.84 ВС 112.87 -673810.93 CD -1099.62 65.80 1895.04 ---- - DE 576.94 --- -----e ------ EA 345.42 538.77 ---- O N.88°30'W O N.78°39'W O S.78°39'E O S.88°30'E

After getting knocked out by Luffy, Don Chinjao decided to buy a lot and retire for good. The following are the data of lot survey of Don Chinjao. Find the bearing of line CD. LAT DEP DMD DA AB -310.95 469.84 ВС 112.87 -673810.93 CD -1099.62 65.80 1895.04 ---- - DE 576.94 --- -----e ------ EA 345.42 538.77 ---- O N.88°30'W O N.78°39'W O S.78°39'E O S.88°30'E

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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7.4 MADE L Fazit On en Colerdo P the an ◄AYAY AT----- TP. TUTT the pre VIVIAVI Det ty ita obo y Survey e fue The courthouse record for a 1902 property survey at Ketchikan, Alaska, lists the magnetic direction of a property boundary as S82°44'W. If the 1902 declination was 37°08'E and the present declination is 26°17'E, find the true bearing and the present magnetic bearing of the property line.
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Convert 48 15' 26" to centesimal units O 43.4315 O 53.6191 O 31.2254 O 56.8024
Асcordingly, Aх %3D? О a) None. O B) 6 О С) 10.5 OD) 0 Tо) 4
Question 1 A parcel of lot (trapezoidal) has a technical description as shown in the tabulated data. Lines Bearing A-B S 01-27 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 [Select] [Select] [Select] Distance(m) [Select] What is the DPD of line CD? in m What is the double area of the line BC? in m² What is the total area of the lot using DPD? m² What is the angle to the right of line B-C Next
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
ANSWER KEY:Elev Sta. B= 700.3994mElev Sta. C= 243.2945m∆hAB= 458.8394m∆hBC= 457.1049m∆hCA =1.7345mthese are the exact answer, please show the right solution. Thankyou :)
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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situation 1] A private parcel was surveyed prior to the construction of a proposed fabrication plant. Table shown below is the technical description of the lot. Length, m Bearing N 42 ° 21'15"E N 88 °00' 12 "E S8°1'00"W S 88 °2' 88 "W N48° 11 ' W Course AB 521.22 вс 608. 15 CD 565.8 750. 21 430.33 DE EA Compute the following: i. Linear error of closure of the lot. ii. Bearing of the Linear error of closure. Using compass rule, compute the new bearing of course DE. Using compass rule, compute the new length of course EA. Using transit rule, compute the new bearing of course BC. Using transit rule, compute the new length of course CD. iii. iv. v. vi.
(a) Briefly explain the main reason the used of transition curves, how the transition curve is used in road geometry design and the purpose of super-elevation in combine road curve design. Q3. (b) Two straights, Al and IB, whose bearings are DDD° AI' Al" and DDD° IB' IB" respectively intersect at point I, are to be connected by a combined curve. The chainage of point / is CCCC m, while the design speed and radius have been fixed at 90 km/h and 550 m respectively. Adopting a rate of change of acceleration of 0.3 m/s. As a civil engineer have been assign to do a trial analysis of the proposed design of horizontal combine curve (T1, T2, T3 and T4) and prepared road curve setting-out data (T1 to T2, T2 to T3, T3 to T4) at 20 m intervals using deflection angle and chord distance method. (c) By adopting the coordinate of intersection point / as (YYYY N, XXXX E). Calculate the coordinate of tangent point for T1, T2, T3 and T4.