The data in the table below is for a closed-polygon traverse. Balance the traversesby coordinates using the compass rule.BCAB111° 18'00"CourseAzimuthLength, feet 385.94CDDA25°03'12" 312° 43'05" 205°05'04"1016.88 403.501164.49Compute the linear misclosure.Express your answer in feets to five significant figures.▼[5] ΑΣΦSubmit▼ Part D1:Compute the relative precision.Express your answeras integer.SubmitPart E11195] ΑΣΦ | 41Request AnswervecSubmitRequest AnswerXB. YB. XC. Yc. XD, YD =Request Answervecwwwwwwwww?Compute the preliminary coordinates in feet if XA = 7000 and YA = 6000.Express your answers in feet to two decimal places separated by commas?ftπVE ΑΣΦ ↓↑ vec 1@PODA?ft

Answered: Image /qna-images/answer/a6476239-ca46-4c0c-ba1f-5d732e75b49b.jpg

The data in the table below is for a closed-polygon traverse. Balance the traverses my coordinates using the compass rule. AB BC 111° 18'00" Course Azimuth Length, feet 385.94 CD DA 25°03'12" 312° 43'05" 205°05'04" 1016.88 403.50 1164.49 ▼ Compute the linear misclo Express your answer in [5] ΑΣΦ | 41 Submit Request An Part D Compute the relative precis Express your answeras i 1: [5] ΑΣΦ Submit Part E Request Ans Compute the preliminary co Express your answers in t

The data in the table below is for a closed-polygon traverse. Balance the traverses my coordinates using the compass rule. AB BC 111° 18'00" Course Azimuth Length, feet 385.94 CD DA 25°03'12" 312° 43'05" 205°05'04" 1016.88 403.50 1164.49 ▼ Compute the linear misclo Express your answer in [5] ΑΣΦ | 41 Submit Request An Part D Compute the relative precis Express your answeras i 1: [5] ΑΣΦ Submit Part E Request Ans Compute the preliminary co Express your answers in t

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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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
. 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
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.
stations have been measured and adjusted as shown in the figure. Distance Measurement S R River 415.55 ft Baseline * R-ST = 67° 11'39" & T-RS-33°49'38" Search hp 21 22 What is the distance RS? - 235.105 196.055 160 235.679 296.050 ft 1 What is the angle RTS? 75° 58'43" 78° 0'43" 78° 58'43" 75° 58' 0" a
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 ..
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.
Triangulation stations B, C, D, and E (forming a 4-sided polygon) are established with lengths recorded as CD = 615m and DE = 625 m and measured angles are
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. 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.
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 589.060 m N 87°30’ E BC 291.860 m N 30°30’ E CD 656.980 m S 42°45’ E DE 654.060 m Unknown EF 686.660 m Unknown FA 391.730 m N 07°02’ E Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. please answer this with accuracy and with proven solution. thank you.