26.)Given the following data of a closed traverseLINEDISTANCE (M)BEARING1-242.2255N 17° 35' ES 85° 29' ES 32° 15' E2-336.21183-44-542.82235-135.2624N 65° 25' Wa. Determine the Distance of line 3-4.b. Determine the Bearing of line 4-5

A closed traverse bearing and length of each side is given in the tabular form as represented in the…

Answered: 26.) Given the following data of a…

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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A closed traverse has the ff. data. What is the bearing of line 5-1? a. S72.07°W b. S76.05°W c. S56.23°E d. S78.31°W
From the given data of a closed traversed, compute the following, Line Bearing Distance AB S.8deg. 51 W. 126.90m. BC N.18deg 51 W. 90.20m. CD N. 32deg.27E. 110.80m. DA - What is the bearing of line DA? N. 11deg. 24' E. N.11deg. 24' W. O S11deg. 24 W.
P2 89°50" 268° 81°35' Y, 185°35' 102°10' 95°5' 80°25' P4 P3 270°30' 90°25' 191°
1.1 What is the azimuth of line AB in Table 1.1. Table 1.1 ANS IN ANS de ANS Station A B 0 tan ANS 1.2 What is the bearing of line AB in Table 1.2. Table 1.2 Line AB N, m 1.4500 1.2300 3.0000 -3.2500 -3-2500 1.2300 Bearing N E, m Azimuth 1.3 What is the azimuth of line AB in Table 1.3. Table 1.3 Line AB 199⁰ 17' 26.00" Station N, m A B Point C 1.4 What is the azimuth of line BC in Table 1.4. Table 1.4 36° 47' 12.00" E E, m 0.5000 0.5000 -1.0000 2.0000 Angle to the right ABC 95° 25' 56.00"
567 24'E 8. Given the following sketch and tabulated data for a closed traverse in which the length of DE and the bearing of EF have not been observed in the field. 852.18 m el 3.0E.SON TA 492.98 m 3..80.90 845.85 m N55 27 W 661.26 m Closing Line Unknown Bearing 1210.50 m Unknown Length $12°17″E
Single proportionate measurement usually requires four original corners, and the location of the propertined corners is positioned at the proportionate distances of lines run from the propoertied points. a.) True b.) False
Convert a forward bearing of N 89°-42'-01" W to its equivalent forward azimuth 270°-17¹-59" 270°-18¹-59" 269⁰-17¹-59" 269°-42¹-59"
Q3/ A survey line AB crosses a river. Line DF and CG are run perpendicular to the survey line having lengths of 100m and 200 m respectively. Another line FH is set at the right angle to DF such that point G lies on the survey line at the extension of EF and at a distance of 175m from F. Compute the distance AB. If the distances AC = 25m and EB= 75m. .B 75m LE D 100m 175m C 25m A F H 200m Tra G
2. Given the following sketch and tabulated data for a closed traverse in which the length of DE and the bearing of EF have not been observed in the field. Find the length and bearing of closing line DF, length of DE and bearing of EF. COURSE LENGTH (m) BEARING AB 492.88 N 05°30' E N 46°03' E S67°24' E ВС 845.85 CD 852.18 S 12°17' E DE EF 1210.50 FA 661.26 N 55°27' W
Q2/ from the travers ABCD below find ; A; direction of azimuth (BC) (CD) (DA) (BA) B; compute clouser eror C; compute the correction angles (A, B, C, D) 90 8' 60 ở 60 22 69 20
Bearing Angle Traverse Given the tabulated measurement of a closed traverse with unknown length and bearing of line EA, determine the following: The Latitude and Departure of each Line. The Length of Line EA. The Bearing of Line EA. Plot the Traverse. Line Length Bearing AB 585.730 m S 47°10’ E BC 496.080 m N 65°38’ E CD 999.900 m S 79°52’ E DE 795.340 m N 55°25’ E EA Unknown Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. Note: Please be accurate in providing solution. Thank you so much.

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26.) Given the following data of a closed traverse LINE DISTANCE (M) BEARING 1-2 42.2255 N 17° 35' E S 85° 29' E S 32° 15' E 2-3 36.2118 3-4 4-5 42.8223 5-1 35.2624 N 65° 25' W a. Determine the Distance of line 3-4. b. Determine the Bearing of line 4-5 中