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

Q2/ In field work, vertical angles was measured from station A to stations B.C as show in table below, if the height of instrument at point A is (1.3m) and the elevation at same point is (25m), calculate the elevations of others points if know the horizontal distances for points B, C, are 80, 120, m respectively. Observed point Vertical angle F.R station F.L B. "50 '7ב "97 262 32 36" 93° 27 14" 266 32 18"
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.
35 X 281 Practical part: Q1) The following angles and distance were measured in the closed loop traverse ba (ABCDEFA),Draw the trayersing shape with angles and Calculate the Correcti per Angles and compare the results with the specifications. Station A B C 36 E F Side AB BC CD DE EF FA "/ Angle 47°59'40" 248°08'50" 85°16'33" 87°48'58" 126°39'35" 124°07'56" $ +
#6
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
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