Question

Compute the azimuths for each course of the closed traverse assuming a fixed azimuth of 182o30’...

Compute the azimuths for each course of the closed traverse assuming a fixed azimuth of 182o30’ for line AB. Angle to the right at A = 118o27’; B =107o03’; C = 105o35’; D = 130o14’; E = 79o07’. What is the angular misclosure?

Homework Answers

Answer #1

compute bearings starting from given bearing at A, then close the travesre at A.

Check whether the angle at A matches with the given one or not.if not, the difference is the error we get or misclosure.

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
Consider a polygon traverse. The azimuth of side AB is fixed at 35∘09′32′′.A=57∘00′50′′, B=88∘24′45′′, C=126∘36′58′′, D=46∘03′25′′,E=221∘53′52′′....
Consider a polygon traverse. The azimuth of side AB is fixed at 35∘09′32′′.A=57∘00′50′′, B=88∘24′45′′, C=126∘36′58′′, D=46∘03′25′′,E=221∘53′52′′. (Note: Line BC bears NW.) The lengths of the sides (in meters) are as follows: AB=383.808, BC=360.209, CD=342.204,DE=336.210, and EA=267.527. The coordinates of station A are X=310,630.892m and Y=121,311.411m. calculate by coordinates the area within the traverse above area=
The lengths of the sides (in feet) of a five-sided closed polygon traverse are as follows:...
The lengths of the sides (in feet) of a five-sided closed polygon traverse are as follows: ABABAB = 204.74, BCBCBC = 263.87, CDCDCD = 462.37, DEDEDE = 312.33, and EAEAEA = 374.78. (Note: Assume units of feet for all distances.) The azimuths are as follows: AB=218∘59′30′′AB=218∘59′30″, BC=147∘45′49′′BC=147∘45′49″, CD=75∘05′27′′CD=75∘05′27″, DE=336∘56′04′′DE=336∘56′04″, EA=266∘12′23′′EA=266∘12′23″. A.)Compute the departures of the sides. ABAB, BCBC, CDCD, DEDE, EAEA = B.)Compute the latitudes of the sides. ABAB, BCBC, CDCD, DEDE, EAEA = C.)Compute the linear misclosure. D.)Compute the...
The exterior angles in a six-sided closed-polygon traverse were observed as A=244∘28′38′′, B=238∘26′50′′, C=246∘25′56′′, D=234∘27′02′′, E=235∘08′55′′,...
The exterior angles in a six-sided closed-polygon traverse were observed as A=244∘28′38′′, B=238∘26′50′′, C=246∘25′56′′, D=234∘27′02′′, E=235∘08′55′′, and F=241∘02′45′′. a)Compute the angular misclosure. Express your answer to two significant figures. b)For what FGCS order and class is this survey adequate?
A five-sided closed field traverse has the following distances in feet: AB = 647.25; BC =...
A five-sided closed field traverse has the following distances in feet: AB = 647.25; BC = 203.03; CD = 720.35; and DE = 610.24; and EA = 285.13. The interior angles are as follows (measured as angles to the right): A = 100º 45' 37"; B = 231º 23' 43"; C = 17º 12' 59"; D = 89º 03' 28"; and E = 101º 34' 24". The bearing of AB is S 53º 04' 43" E. Determine the bearings of...
Consider a closed-polygon traverse (lengths in feet). Balance the traverses by coordinates using the compass rule....
Consider a closed-polygon traverse (lengths in feet). Balance the traverses by coordinates using the compass rule. Course AB BC CD DA Bearing N 22∘36'40" W S 60∘39'24" W S 38∘46'10" E N 88∘22'58" E Length 314.02 264.49 213.50 217.69 Compute the unbalanced departures. Express your answers, separated by commas, to three decimal places. AB=,BC=, CD=,DA= -120.733,-230.556,133.691,217.603 ft, ft, ft, ft SubmitPrevious Answers Correct Part B Part complete Compute the unbalanced latitudes. Express your answers, separated by commas, to three decimal...
Observations, using an electronic theodolite were taken in the field for 5 sided polygon traverse, ABCDE....
Observations, using an electronic theodolite were taken in the field for 5 sided polygon traverse, ABCDE. These observations are tabulated below. The coordinates of station A are 1000.000m E, 1000.000 m N. Orienting bearing of leg AB is 73°00’00”. Leg BC is in S.E quadrant. Using these data determine the adjusted coordinates of B, C, D and E applying Bowditch’s rule. Horizontal distance (m) Horizontal Angle (included) Line Length (m) Station Angle AB 51.766 A 101°03’18” BC 26.947 B 101°41’48”...
The observed lengths of the sides (in feet) of a five-sided closed polygon traverse are as...
The observed lengths of the sides (in feet) of a five-sided closed polygon traverse are as follows: ABABAB = 201.74, BCBCBC = 283.87, CDCDCD = 470.37, DEDEDE = 330.33, and EAEAEA = 379.78. (Note: Assume units of feet for all distances.) The preliminary azimuths obtained after balancing the angles are as follows: AB=218∘59′30′′AB=218∘59′30″ , BC=147∘45′49′′BC=147∘45′49″ , CD=75∘05′27′′CD=75∘05′27″ , DE=336∘56′04′′DE=336∘56′04″ , EA=266∘12′23′′EA=266∘12′23″ . a) Computer the departures of the sides.(three sig figs) b) computer the latitudes of the sides. (three sig...
The (X,Y) coordinates for a closed-polygon traverse ABCDEFA follow. A (1000.00', 1000.00'), B (1661.73', 1002.89'), C...
The (X,Y) coordinates for a closed-polygon traverse ABCDEFA follow. A (1000.00', 1000.00'), B (1661.73', 1002.89'), C (1798.56', 1603.51 D (1289.82', 1623.69') and E (1221.89',1304.24'). Calculate the area enclosed by the traverse by method of "area by coordinates". Give your answer in acres.
1. Compute Azimuths and Bearings for problem 7.15 2. Compute Azimuths and Bearings from problem 7.16...
1. Compute Azimuths and Bearings for problem 7.15 2. Compute Azimuths and Bearings from problem 7.16 Course AB of a five sided traverse runs due north. From the given balance interior angles to the right, compute and tabulate the bearings and azimuths from north for each side of the traverses in problems 7.15 and 7.16. 7.15 - A = 77 degrees 23' 26" , B = 125 degrees 58' 59" , C = 105 degrees 28' 32" , D =...
1. Given PI on a roadway at 25 + 88.10, Δ = 10°10 (Delta angle)′, and...
1. Given PI on a roadway at 25 + 88.10, Δ = 10°10 (Delta angle)′, and D = 7°45'. "D" is the degree of curvature of the roadway. The External distance (E) from the midpoint of the roadway curvature to the point of intersection of the tangents (roadways) PI is _______feet. Your answer will be in feet to 4 place accuracy. X.XXXX 2. Traverse leg AB has a length (distance) of 100' ( Point A is at the center of...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT