II. DETERMINE THE ADJUSTED BEARING LINES OF THE GIVEN BEARINGS FORTHE OPEN TRAVERSE.FORWARD BEARINGBACK BEARINGABS 45° 55' EN 45° 30' WВСN 41° 10' ES 40° 35' WCDS 21° 05' WN 21° 15' EDES 29° 30' EN 30° 10' WEFN 51° 15' WS 51° 15' EFGS 11° 50' WN 11° 20' E

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Answered: II. DETERMINE THE ADJUSTED BEARING…

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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Point O is at origin. Compute the angles: [ Select ] АОВ, АОВ, [ Select ] v COD [ Select ] EOF [ Select ] v GOH from the following bearings given: OAN 38°25' E , OB N 75°30' w OC N 35°15' E, OD N 55°20' E OE S 15°05' E, OF S 36°00' E OG N 70015' W, OH S 55°05' w >
The sub parts to be solved are: 1)The Azimuth EA from the south 2) back bearing of DE when its forward bearing is N12°23'W 3) Reckoned azimuth from the south if the bearing line is S12°43'W 4) the angle of EOF if bearings of OE and OF are S15°04'E and S36°00'W 5) the angle of EPF if azimuth of PE from the North is 2019°02' and azimuth of PF feom the south is 154°16' 6) If azimuth from the north of line DE is 219°02' what is the azimuth of DE from the south? 7) the azimuth from north of traverse line AB is 225°00'. If the succeeding line BC has a bearing of S 30°00'E, what is the deflectiob angle of atation B?
2. Convert the following bearing to azimuth (1 point each) a. N 05°27'59" E b. N 21°12'10" W c. S 88°45'48" W d. S 82° 18'58" E e. N 62°08′02" E
BEARING 1. Point H is at the origin. Compute for the following angle. HE N 15 30' E HS N 70 45' E 2. Point O is at the origin. Compute for the following angle. OB N 10 25' E OA N 11520' 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
2. Convert the following bearings to azimuths: a) N42°37'W b) N71°13'E c) S75°55'E d) S13°43'W e) N51°51'W f) S1°19'E
Convert the following WCB into Reduced Bearing. • 499 • 2409 1339 • 335°
LINE BEARING S 73° 21' E Determine the following: 1-2 (a) Interior Angle 2-3 S 40° 10' E (b) Exterior Angle 3-4 S 26° 42' W (c) Deflection Angle 4-5 N 14° 20' W (d) Azimuth Angle 5-1 N 21° 20' E
Line AB вс CD DE EF FA Azimuth/Bearing Distance (m) 237° 29' 69.46 327° 29' 82.94 S71° 33' W 134.62 118 04 215° 00' S48° 0 E 103.04 15.50 100.76 A.) Determine all interior angles? B.) Determine the deflection angles? c) Angles to the rigth on left? b.) Determine each bedring and azimuths of the lines? E.) Draw the surveyed data in the most desirable scale. ( I Bond P
12. Convert from bearing to azimuth. a. S 25° W b. N 35° E c. N 20° W
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
7. Determine angle KPL from the given bearings. Draw the angles. a) PK, N 25°43’ W PL, S 79°12’ E

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II. DETERMINE THE ADJUSTED BEARING LINES OF THE GIVEN BEARINGS FOR THE OPEN TRAVERSE. FORWARD BEARING BACK BEARING АВ S 45° 55' E N 45° 30' W BC N 41° 10' E S 40° 35' W CD S 21° 05' W N 21° 15' E S 29° 30' E N 51° 15' W S 11° 50' W DE N 30° 10' W EF S 51° 15' E FG N 11° 20' E