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 (ft) 403.73 653.16 550.84 622.63 DA Compute the unadjusted departures. Express your answers in feet to five significant figures and separated by commas. DEPAB- DеPBC DеPCD-DEPDA= Lat AB. Lat BC. LatCD. Lat DA = ΑΣΦΗ Π [ΠΙΑΣΦ Compute the unadjusted latitudes. Express your answers in feet to five significant figures and separated by commas + Compute the linear misclosure. Express your answer in feets to three significant figures. ΗΠΙΑΣΦΠΠvec It vec • Avec 3 O ? ft CE CE ? ? ft ft

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 (ft) 403.73 653.16 550.84 622.63 DA Compute the unadjusted departures. Express your answers in feet to five significant figures and separated by commas. DEPAB- DеPBC DеPCD-DEPDA= Lat AB. Lat BC. LatCD. Lat DA = ΑΣΦΗ Π [ΠΙΑΣΦ Compute the unadjusted latitudes. Express your answers in feet to five significant figures and separated by commas + Compute the linear misclosure. Express your answer in feets to three significant figures. ΗΠΙΑΣΦΠΠvec It vec • Avec 3 O ? ft CE CE ? ? ft ft

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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Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

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The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule.
BC
CD
AB
Course
DA
Bearing N8°17'02"E N87°02′05"E S14°47′06" W|N68°43'20" W
Length (ft) 403.73
653.16
550.84
622.63
Compute the unadjusted departures.
Express your answers in feet to five significant figures and separated by commas.
DеPAB- DеPBC DepCD. DePDA=
Lat AB. Lat Bc. LatcD. LatDA =
ΠΙΑΣΦ
Compute the unadjusted latitudes.
Express your answers in feet to five significant figures and separated by commas.
IVD ΑΣΦΠ
Compute the linear misclosure.
Express your answer in feets to three significant figures.
ΠΙΑΣΦΩΠvec ^
C
vec
?
vec
· C
ft
I
?
?
ft
ft

Compute the relative precision.
Express your answer as an integer
IVE]ΑΣΦΗ ΤΗ vec
Compute the preliminary coordinates in feet if X₁ = 12500 and Y₁ = 10500.
Express your answers in feet to two decimal places separated by commas
IVD ΑΣΦ ↓1 vec
XB. YB. XC. Yc. XD. YD=
ft

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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 C Compute the linear misclosure. Express your answer in feets to three significant figures. |Π| ΑΣΦ ΑΣΦ | 1 Submit Part D 1: Compute the relative precision. Express your answer as an integer Submit DA vec Request Answer —| ΑΣΦΙΚΗ Request Answer vec wwwww ? ? ft Review
LATITUDES AND DEPARTURES. Given in the accompanying tabulations are the observed data pertaining to four diffe rent traverses: Compute and tabulate the latitudes and departures of each course. LINE LENGTH BEARING LINE AB BC CD DA 732.72m Noo42'E 324.78 S85'57'E 477.24 S03°04'w 388.08 S52'51'w JK KL LM MJ AZIMUTH DISTANCE FROM SOUTH 430.05 m 242°30' 425.18 353°15' 357.20 99°45 183.18 154.00! COURSE LENGTH COURSE LENGTH BEARING 1-2 2-3 3-4 4-5 161.46 m 180.49 171.83 229.70 130.55 AZIMUTH FROM NORTH 228°20' 267°43' 352'oi' 8212 13148 1-2 2-3 3-4 4-5 5-1 427.00 m 301.95 445.66 326.73 434.50 N59°33'E S3913'E S06°35'w NI 7°48'w N70*59'w 5-1
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Given the following adjusted latitudes and adjusted departures of a closed traverse, determine the area of the traverse by the coordinate method. Assume that the origin of the coordinate system passes thru station 1. ADJUSTED LATITUDE (-)S ADJUSTED DEPARTURE (+ )E LINE (+)N (-)W I-2 490.71 47.27 2-3 587.12 608.89 3-4 327.41 1002.76 1 22.67 786.78 4 -5 218.32 5-6 I16.62 6-1 376.01 544.64 SUMS +1452.84 - 1452.84 + 1661.26 - 1 661.26 From the given problem: a. Write the given problem and the answers in clean paper b. Draw/Sketch the traverse based on the given coordinates c. Calculate the Double Area d. Tabulate all the data e. Calculate the area of the traverse
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
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