Azimuth | Reverse Azimuth | Interior angle | |||||||||
Line | Deg. | Min. | Sec. | Line | Deg. | Min. | Sec. | Angle | Deg. | Min. | Sec. |
BM1-1 | 285 | 3 | 15 | BM1-1 | 105 | 3 | 15 | ||||
1-2 | 265 | 23 | 58 | 1-2 | 85 | 23 | 58 | 1 | 160 | 20 | 43 |
2-3 | 180 | 14 | 2 | 2-3 | 0 | 14 | 2 | 2 | 94 | 50 | 4 |
3-4 | 86 | 10 | 57 | 3-4 | 266 | 10 | 57 | 3 | 85 | 56 | 55 |
4-BM2 | 3 | 8 | 16 | 4-BM2 | 183 | 8 | 16 | 4 | 96 | 57 | 19 |
North 2268625.87 2268642.26 2268624.393 2268047.186 2268059.842 2268925.306 Elevation 248.114 247...
Compute Interior angles, exterior angles, tabulate the azimuths and bearings of the sides (AB, BC, CD, DA) of a given closed traverse for given the bearings of the sides. Prove your work. ہی ہم اور کم کے 2*4 کد
1. Given that A and B have Cartesian coordinates (400, 500) and (600,515) respectively, find the back bearing of BA. 2. For the traverse shown above, the bearing of side AB is given as well as the interior angles at B and C. • Compute the north azimuths and the bearing BC and CD. If angle A is 65°59'18" and D is 70°42'48", determine the angular error and balance the angles by applying equal corrections to each angle. N31°10'E 96°18...
solve #6 1. Balance the following interior angles (angles to the right) of five sided closed polygon traverse. If the azimuth of side AB is fixed at 218 59 30, calculate the azimuths of the remaining sides. A-132°47 06, B-108"46 18, C= 107。19 37, D-81.50 36. E-109.16 18, (Note: Line BC bears SE) Compute departure and latitudes, linear misclosure and relative precision for the traverse of problem above, if the length of the side (in feet) are as follows: AB...
1. (a) For an open traverse ABCD, compute the azimuth from north for side BC Given 00 Azimuth AB - 97' 15' 23", angles to the right at 8 = 55'07' 42" (1) Azimuth AB = 195'55'12", deflection angle at 8. 44' 20' 27" (L). (b) The sum of six interior angles of a closed-polygon traverse (ABCDEF) each read to the nearest 3" is 720' 01'00". What is the misclosure? What correction would be applied to each angie if the...
1) An observer fails to check the bubble of a level and it is off two divisions on a 100-m sight. If the sensitivity of the bubble is 20-sec, what error would there be in the reading? 2 ) The following azimuths are from the north: 329°20’, 180°35’, 48°32’, 170°30’, 145°25’, 319°35’, 350°45’, 95°49’, 11°30’, 235°45’. Express these directions as (a) azimuth from the south, (b) back azimuths, (c) bearings. 8) 6.7 The following azimuths are reckoned from the north:...
1) An observer fails to check the bubble of a level and it is off two divisions on a 100-m sight. If the sensitivity of the bubble is 20-sec, what error would there be in the reading? 2 ) The following azimuths are from the north: 329°20’, 180°35’, 48°32’, 170°30’, 145°25’, 319°35’, 350°45’, 95°49’, 11°30’, 235°45’. Express these directions as (a) azimuth from the south, (b) back azimuths, (c) bearings. 8) 6.7 The following azimuths are reckoned from the north:...
How do I calculate the azimuth of AB? Measured clockwise angles Angle deg-min-sec ABC 102° 43' 14" BCD 90° 55' 29" CDE 207° 58' 05" DEF 100° 01' 11" EFG 117° 43' 55" FGA 126°09' 34" GAB 154° 28' 53" G wa D Measured distances Line Distance АВ 944.22' BC 1000.17 CD 794.11' DE 851.41 EF 770.53' FG 944.92' GA 746.18 10,000.00'N 10,000.00' E Azimuth reference Az AW = 324° 46' 19" Angle WAB = 181° 11' 39" (clockwise)
Analysis/Complexity of analysis) and WA ation and experimentation). (ivesiglU Question 1 (WA 4-CLO C3, 50%) Observations, using Theodolite, were taken in the field for an anti-clockwise polygon traverse, A, B, C, D Interior Angles 56° 18' 35 SA-740 9' 30" B-114° 6' 1" <C- 730 1' 38" <D-1070 42' 50" Latitude: Horizontal Distance: AB +1.30 m AB 18.0746 m BC -1.50 m BC = 12.2984 m CD -1.10 m CD-18.6336 m DA 12.8720 m DA +1.30 m a) (10%) Compute...
Please show all work, draw a FBD, and answer the question completely! Name MENG 325 Mechanics of Elastic Bodies Exam #1 Problem 3. (7 points) For the shaft shown below subjected to the applied torques calculate the following things: a. The maximum shear stress in segment AB EAB b. The maximum shear stress in segment BC tc. e. The maximum shear stress in segment CD te. d. The angle of twist at point A 30 4k 30 0 /s Name...
For parcel ABCDE find the azimuths of sides AB, CD and De and the angles (turned to the right) at A and C. Angle to the right 100°35'30" ABC BCD CDE DEA EAB 120°42'10" (i.e., 120°48'10") 7242'00" (i.e., 77°42'00") 7470 12061 Azec=190°35'30" Aze=325°32'00" D Problem 7: (6 points) For traverse T1-A-T2 the departures and latitudes based on the balanced azimuths and the distance measurements are listed in the table below. DY [ft] Side T1-A A-T2 Length [ft] 614.37 811.07 DX...