The data in the table below is for a closed-polygon traverse. Balance thetraverses by coordinates using the compass rule.BCCDCourse ABBearing N8°17'02”E N87°02'05"E S14°47'06" W N68°43'20" WLength 403.73(ft)622.63653.16DA550.84Part DCompute the relative precision.Express your answer as an integerΑΣΦ 41 | vec|1:SubmitPart ERequest AnswerXB, YB, XC, YC, XD,YD =SubmitCompute the preliminary coordinates in feet if X₁ = 15000 and Y₁ = 10000.Express your answers in feet to two decimal places separated by commasΑΣΦ | |t | vecRequest Answer< Return to Assignmentwwwww.PProvide Feedback??ftBReview The data in the table below is for a closed-polygon traverse. Balance thetraverses by coordinates using the compass rule.BCCDCourse ABBearing N8°17'02”E N87°02'05"E S14°47'06" W N68°43'20" WLength 403.73(ft)622.63653.16DA550.84Part CCompute the linear misclosure.Express your answer in feets to three significant figures.|Π| ΑΣΦΑΣΦ | 1SubmitPart D1:Compute the relative precision.Express your answer as an integerSubmitDAvecRequest Answer—| ΑΣΦΙΚΗRequest Answervecwwwww??ftReview

CourseLengthBearingAB403.73N 8o17'02"EBC622.63N 87o02'05"ECD653.16S14o47'06"WDA550.84N 68o43'20"W

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) 653.16 622.63 DA 550.84 ▼ Part D Compute the relative precision. Express your answer as an integer 1: VAZ Ivec Submit Part E Request Answer Compute the preliminary coordinates in feet if X₁ = 15000 and Y₁ = 10000. Express your answers in feet to two decimal places separated by commas 197| ΑΣΦ. 11 | vec 3 XB. YB. XC. Yc. XD. YD= Submit ? Request Answer ? 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 403.73 (ft) 653.16 622.63 DA 550.84 ▼ Part D Compute the relative precision. Express your answer as an integer 1: VAZ Ivec Submit Part E Request Answer Compute the preliminary coordinates in feet if X₁ = 15000 and Y₁ = 10000. Express your answers in feet to two decimal places separated by commas 197| ΑΣΦ. 11 | vec 3 XB. YB. XC. Yc. XD. YD= Submit ? Request Answer ? 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

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.

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
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 D
Compute the relative precision.
Express your answer as an integer
ΑΣΦ 41 | vec|
1:
Submit
Part E
Request Answer
XB, YB, XC, YC, XD,YD =
Submit
Compute the preliminary coordinates in feet if X₁ = 15000 and Y₁ = 10000.
Express your answers in feet to two decimal places separated by commas
ΑΣΦ | |t | vec
Request Answer
< Return to Assignment
wwwww.
P
Provide Feedback
?
?
ft
B
Review

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Step 1: Introducing given data

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Step 2: Calculation of Unadjusted departures and Latitudes

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Step 3: Calculation of linear misclosure

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Step 4: Calculation of Relative precision

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Step 5: Using compass rule

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Step 6: Calculate Adjusted latitude

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Step 7: calculate the coordinates

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. Problem 1 Compute the area within the following traverse using the Coordinate method and CHECK by the DMDS method Balanced Coordinates Course Dep Lat Point X Y AB -226.9846 98.7106 A 709,489.434 709,262.449 709,176.011 709,061.165 709,361.616 708,846.452 G 709,568.788 709,682.105 I 709,563.827 121,072.089 121,170.800 120,992.637 120,797.489 120,807.032 120,287.159 120,244.663 119,715.939 120,610.402 BC -86.4386 -178.1623 CD -114.8457 -195.1486 C DE 300.4512 9.5436 EF -515.1646 -519.8733 日 FG 722.3360 -42.4958 F GH 113.3175 -528.7245 HI -118.2782 894.4631 IA -74.3929 461.6870
Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
3. Complete the table and sketch the traverse, assuming no measurements were obtained for line EF. LATITUDE DEPARTURE LINE LENGTH, m BEARING N (+) S() E(+) W(-) АВ N 5°30'8.33" E 490.71 47.27 BC 587.12 608.89 CD 327.41 786.78 DE 1002.76 218.32 EF FA 375.01 544.64 SUM
PROBLEM 1. Given in the accompanying tabulation are the adjusted latitude and adjusted departure of a closed traverse. Calculate the area by the DMD method LINE ADJ ADJ LAT DEP AB - 125.055 + 196.387 BC +20.241 + 241.003 CD +180.107 + 65.326 DE +210.169 - 104.519 EF -74.003 - 260.516 FA - 211.459 - 137.681
Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by transit rule. Solve the area by DPD or DMD. Sketch the traverse. All values must be in decimal places. LIN BEARIN E DISTAN AZIMUT COMPUTED COMPUTED ADJUSTED LATITUDE ADJUSTED DEPARTURE ADJUST ADJUST ED DOUBLE ADJUST ED DPD G СЕ H LATITUDE DEPARTURE ED AREA (M) (from DISTAN BEARIN AZIMUT S) СЕ H (nearest (nearest minute) minute) +NL -SL +ED -WD +NL -SL +ED -WD АВ N 10-00 650.00 BC S 70-29 895.00 1/2 CD S 26-28 315.00 E DE S 65-33 875.00 EA N 45-31 410.00 ТОTAL LEC : RP (nearest hundred) AREA ...
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the Area of the Traverse. Line Length Bearing AB 589.060 m N 87°30’ E BC 391.730 m N 07°02’ E CD 291.860 m N 30°30’ E DE 656.980 m S 42°45’ E EF 654.060 m Unknown FA 686.660 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by transit rule. Solve the area by DPD or DMD. Sketch the traverse. All values must be in decimal places. COMPUTED ADJUSTED DEPARTURE LIN ADJUST ADJUST DISTAN СЕ (M) AZIMUT COMPUTED ADJUSTED LATITUDE ADJUST ED AZIMUT BEARIN DPD DOUBLE E G LATITUDE DEPARTURE ED DISTAN СЕ ED AREA (from S) BEARIN H (nearest (nearest minute) minute) +NL -SL +ED -WD +NL -SL +ED -WD АВ E S 70-29 N 10-00 650.00 ВС 895.00 CD S 26-28 315.00 DE S 65-33 W EA 875.00 410.00 N 45-31 W ТОTAL LEC : RP (nearest hundred) AREA ..
A parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown: a. Compute the error of closure for the traverse. b. Compute the precision of linear measurement. Determine the included area (using DPD method) within the traverse in acres. LINES AB BC CD DA BEARINGS N53' 27' E $ 66' 54'E $ 29'03' W N 52'00' W T DISTANCES (m) 59.82 70.38 76.62 95.75
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Homework: Compute the missing lengths & Coords. of traverse points S 63 24 E 50 m Due (W) C S 51 30 W A (100,100) 90 m Due (N)
2) A surveyor sets up a transit at P which is located in the middle portion of a four- sided tract of land and reads directions and measures distances, as given below, to the five corners. Find the area of the tract, in square meters. LINE BEARING DISTANCE N 41030' W Ν 38010, Ε S 70°20' E S 60°15' W AP 410.52 m ВР 532.18 m CP 450.75 m DP 590.08 m
Compute for the true value of the perimeter of the close traverse when compass rule is applied. Line Azimuth Distance AB 172°01'00" 563.60 BC 620°00'00" 753.40 CD 1393°22'00" 443.65 DE 408°20'00 529.60 EA 807°00'00" 592.00