Total Angle Misclosure: Values of the interior angles for a four-sided closed polygon traverse, each measured to the nearest 01" are listed below: Point Measured Interior Angle to nearest 01" A B C D What is the total angular misclosure? - 00°-00¹-04" - 00⁰-00¹-40" - 000-00¹-08" 47⁰-12'-10" 130⁰-47¹-58" 140°-59¹-59" 40°-59'-13" - 00⁰-00¹-20"

Total Angle Misclosure: Values of the interior angles for a four-sided closed polygon traverse, each measured to the nearest 01" are listed below: Point Measured Interior Angle to nearest 01" A B C D What is the total angular misclosure? - 00°-00¹-04" - 00⁰-00¹-40" - 000-00¹-08" 47⁰-12'-10" 130⁰-47¹-58" 140°-59¹-59" 40°-59'-13" - 00⁰-00¹-20"

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Problem 5 For the given data of a close traverse, determine the missing distance of course CD and the bearing of course DE, solve the AREA using DPD. Sketch the traverse. LINES DISTANCE (m) BEARING LATITUDE DEPARTURE DMD DOUBLE AREA 56 N 33°10' E AB вс 5 76°16' E 95 CD 5 21°38' E DE 46 EF 67 N 81°51' W FA 105 N 23°01' w Area =
TOPOGRAPHYSORT OUT Linear errorPrecisionExterior angles at each of the stationsChainedPolygon area
Azimuth Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Azimuth from South AB 269.900 m Unknown BC Unknown 75°00’ CD 199.880 m 141°18’ DE 274.760 m 225°24’ EA 245.840 m 297°26’ Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. the topic is about omitted measurement ii-vii. thank you so much, please be accurate with the solution.
Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the station Q is the origin (use the transit rule method). Line Bearing Length (m) QR RS ST TQ N62° 02′ 30″E N27° 35' 10"W S78° 41' 15"W S07° 58' 00″W 172.2 87.52 93.81 141.08
#6
Azimuth Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DMD Method. Line Length Azimuth from South AB 867.460 m 284°12’ BC 1272.410 m 15°18’ CD Unknown 68°06’ DE Unknown 151°21’ EA 1391.17 m 264°51’ Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures shown in the accompanying tabulations, determine the area of each traverse (in sq.m. and ha.) using the double meridian distance method. ADJUSTED LATITUDE ADJUSTED DEPARTURE LINE +N -S AB 7i5.20 1200.53 вс CD DE 401.78 414.29 1735.58 419.88 1606.43 456.66 200.70 EF 617.59 FG 849.91 202.83 GA 233.53 677.83 Sums +2383.40 -2383.40 +2482.97 -2482.97 ADJUSTED LATITUDE ADJUSTED DEPARTURE COURSE +N -S +E - w 281.06 1-2 2-3 281.28 168.75 449.32 337.56 281.22 T12,50 450.66 450.03 225.08 450.06 335.86 Sums +900.09 m 900.09 m+1011.60mHio11.6Om N3456- -2345
17 If the accuracy ratio for measured internal angles of a Rhombus of the values: (XXo XX' XX", 120 o 05' 16", 120 o 06' 38", 59 o 54' 10") is (1/500) there are two possible values for the missing angle X. A possible answer is? * 60 o 43' 12" 59 o 37' 8" 59 o 10' 44" 60 o 10' 44"
What is the direction of the closing error for the following data? Line AB BC CA Length (m) 24.29 130.32 d. 249.11 a. 60°23¹ b. 60°29¹ c. 50⁰23¹ 62023¹ Latitude -102.31 +360.24 -257.43 Departure -119.22 -204.92 +323.26
Latitude and Departure Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length Bearing AB 427.000 m N 59°33’ E BC 301.950 m S 39°18’ E CD 445.660 m S 06°35’ W DE 326.730 m N 17°48’W EA 434.500 m N 70°59’ W * Indicate the sign for latitude and departure * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Latitude and Departure Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length Azimuth from North AB 161.460 m 228°20’ BC 180.490 m 267°43’ CD 171.830 m 352°01’ DE 229.700 m 82°12’ EA 130.550 m 131°48’ * Indicate the sign for latitude and departure * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. (Please provide a proven solution. Be mindful about the decimal places. Kindly answer this accurately. Thank You so much)
The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. BC CD Course AB Bearing N8°17'02”E N87°02′05"E S14°47'06" W N68°43'20" W Length 403.73 (ft) 622.63 653.16 DA 550.84 Part A Compute the unadjusted departures. Express your answers in feet to five significant figures and separated by commas. Dep AB, DeP BC, DepCD, DEPDA = Submit Part B Request Answer Compute the unadjusted latitudes. Express your answers in feet to five significant figures and separated by commas. Lat AB, Lat BC, LatCD, LatDA = E| ΑΣΦΑΛΙ vec Submit Request Answer —| ΑΣΦ.Η. vec ? ? ft ft Review