Help me answer, Use stored value on calculator, round off only in the final answer. QUESTION 3Given the following data, find the area of the traverse using DMD method.LINEBEARINGDISTANCE1-2S 32°17' W22.04 m2-3N 36°25' W10.00 m3-4N 15°47' W5.00 m4-1N 73°07 E19.93 mAreaa. 537.22 m2b. 152.60 m2C. 382.12 m2d. 441.78 m2

To find :- Area of the given traverse using DMD method. Latitude = LcosQ Departure = LsinQ Where Q…

Answered: Given the following data, find the area…

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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Give right answer and please solve it quickly... (1) B.B. of line PQ is N 35° W, Find it's F.B. (ii) F.B. of line AB is 182°, Find it's B.B. (iii) R.B. of line XY is S 37° W, Find it's W.C.B. (iv) W.C.B. of line MN is 272°, Find it's R.B. (v) If F.B. of line PQ is S 17° E and F.B. of line QR is N 47° E, Find angle PQR. (vi) If F.B. of line XY is 237° and F.B. of line YZ is 320°, Find angle XYZ. (vii) If F.B. of line AB is 210° and. F.B. of line AC is 120°, Find angle
Answers a) 0.436 b) 17.44 kPa c) 31.98 kPa d) 3.57 kN/m3
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 249.180 m S 19°32’ E BC Unknown N 74°09’ E CD 445.100 m S 36°40’ E DE 668.270 m S 51°14’ W EF 866.790 m N 73°25’ W FG Unknown N 26°00’ W GA 560.150 m N 64°32’ E Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES. kindly please be accurate with the solution. thank you
Given the closed traverse data. Lines Bearing Distance AB N20o E 20.35 BC N68oE 18.75 CD S22oE 21.30 DE S40oW 13.35 EF S62oW 9.23 FA Compute the following. Compute the bearing and distance of line FA Compute the area of the given traverse
Q21 -Compute the corrected elevations of all points if R.L. (known) of BM. ‘was (170.850 m) and R.L. (computed) of B.M. was (170.858 m), C = 10 using. the following data: - Point Distance R | O T s
Compute GCD of the following pair of numbers: 51 and 357 11571 and 1767
A closed traverse has the following data: Course Length Bearing Interior Angle to the Right AB 125.98 N42°15′E A = 112°07′ BC 75.25 N35°20′W B = 102°25′ CD 80.34 S74°44′W C = 110°04′ DE 112.68 S19°56′W D = 125°12′ EA 78.35 S69°52′E E = 90°12′ a.) Adjust the traverse using transit rule. b.) Compute the area (m2) of the traverse using DPD method.
Answer are nearly around 2237N ,0 N and and 1887N
A survey line PQ intersects a tall building. To continue line PQ, QR of length 120 m was set out at right angles to PQ. From R two lines RS and RT, making angles of 45o and 60o with RQ, were ranged. Find the lengths of RS and RT in order that the stations S and T may be in line PQ produced, and the length of QS past the building.
As per plan, the distance between two telephone poles is 2356.35 meters. If the location of one is known in the field and the second is to be laid with a 50 m tape known to be 0.02 meter too short, along an average ground slope of 2.5%. Determine the actual length to be laid along the ground surface.
A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)DETERMINE THE CORRECTED LATITUDE OF THE LINE CD.
A closed traverse has the following data: Line Departure (m) Latitude (m) AB 64.86 16.04 BC 84.51 -71.63 CD -25.2 DE 76.18 EA -4.12 12.15 Determine the DMD of line DE.

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Given the following data, find the area of the traverse using DMD method. LINE BEARING DISTANCE 1-2 S 32°17' W 22.04 m 2-3 N 36°25' W 10.00 m 3-4 N 15°47' W 5.00 m 4-1 N 73°07 E 19.93 m Area a. 537.22 m2 b. 152.60 m2 C. 382.12 m2 d. 441.78 m2