The following bearings taken on a closed compass. Compute the bearing of line AF.Forward BearingN 38° 10' EN 54° 13' ES 490 17' ES 17° 20' WS 210 54' WN 710 10' WBackward BearingS 38° 20' WS 54° 00' WLineABВСCDN 49° 00' WN 17° 20'EN 21° 10' ES 710 15' EDEEFFA

Answered: Image /qna-images/answer/74484a41-97ba-46ab-bead-947eb1e8310c.jpg

Answered: DE S 17° 20' W N 17° 20'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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Calculate the bearing of line P-O. Ans.: S N77° 19'21'E Rored azimuth 113° 10'54" 47° 44'46" Q 70°07'10" 0 P
TP1 4.20 6.02 21+80 5.80 22+00 5.95 22+50 6.05 BM2 5.83 451.06 3. The bearing of line AB is N 50°16'08" E, and the bearing of line AC is N 64°23'32" W. What is angle +C BAC? 4. Suppose that a line has been observed 10 times using the same equipment and procedures. The results are shown below and it is assumed that no mistakes exist, and that the observations have already been corrected for all systematic errors. Compute the most probable value for the line length and the standard deviation. 64.25.32 Length (ft) 538.57 538.39 538.37 538.39 538.48 538.49 538.33 538.46 538.47 538.55 5. For the section shown, sections S1 and S2 are spaced 100 ft apart. The dimensions of Si and S2 are as given in the table below. Determine the area of the midsection in a prismoidal computation of the volume of dirt removed. Section 40.0 ft 5.67 ft 0.5 50.0 ft 7.14 ft 0.5 S1 S2
E COURSE DIST. BEARING LATITUDE A-B A 80°17 2. From the closed compass traverse shown, if the forward bearing of line AB is N 78'9' E, compute the: LEC, the bearing of the LEC and the RP. 110.00 m B-C C-D D-E E-A 31 49 115.20 m 117.50 m 96°20 B 125°49 D DEPARTURE 111.30m. 119.20 m 94 10 C yo
Compute the angles AOB, COD, and EOF from the following set of lines whose magnetic bearings are given: a. OA, N 39° 25' E and OB, N 75° 50' E b. OC, N 34° 14' E and OD, N 53° 22' W c. OE, S 15° 04' E and OF, S 36° 00' W
Read the question carefully and give me right solution according to the question. Urgenttttttttt please Given angle are 47o
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 36.21118 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|
1Q is 18 7T is 72
1. Compute the interior angles between the given pair of lines whose magnetic bearings are given. OA, N 42°20'E OB, N 82°10'E OC, N 32°16'E OD, N 48°12'W OE,S 32°18'E OF,S 42°10'W OG, N 82°34'W OH,S 66°05'W A D PB N- B A Go tỉ H F
2. Complete the missing data. LINE DISTANCE (meter) BEARING 1-2 123.4450 140.2336 S 73.45E N 18.19E 2-3 3-4 4-5 146.3536 164.868 S74.21E S 19.71 W S81.90 W N 52.88 W 5-6 6-7 194.7219 7-1 96.3024
Corners Bearing N28D16'W Distance 1-2 55m 2-3 79D21'E S63D26'E S69D34'W COMPUTATION OF THE INTERIOR ANGLE. 30m 3-4 60m 4-1 63m
From the given data of a closed traversed, Line Bearing Distance AB S. 8deg. 51' W. 126.90m. BC N.18deg 51 W. 90.20m. CD N.32deg. 27'E. 110.80m. DA --- What is the distance of line DA? 55.57m. O 65.59m. 54.59m. O none of the above
Deflection Angle Traverse Given the bearing of each line of a closed traverse ABCDEF, determine the deflection angles of each line. Line Bearing AB S 46°17’ E BC N 23°28’ E CD N 78°55’ W DE S 56°42’ W EF S 13°00’ W FA N 76°05’ E * Sum of Deflection Angle = 360° * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. (Please answer this problem with accurate and proven solution. Thank u)

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