The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. Course AB BC Azimuth 111° 18'00" Length, feet 385.94 CD 25°03'12" 312° 43'05" 1016.88 403.50 DA 205°05'04" 1164.49 Compute the unadjusted departures. Express your answers in feet to six significant figures and separated by commas. AB, BC, CD, DA= Submit ▾ Part B ΨΕΙ ΑΣΦ Request Answer ↓1 vec Compute the unadjusted latitudes. Express your answers in feet to six significant figures and separated by commas. 15] ΑΣΦ | 41 vec ? f ? ft, ft, ft,

The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. Course AB BC Azimuth 111° 18'00" Length, feet 385.94 CD 25°03'12" 312° 43'05" 1016.88 403.50 DA 205°05'04" 1164.49 Compute the unadjusted departures. Express your answers in feet to six significant figures and separated by commas. AB, BC, CD, DA= Submit ▾ Part B ΨΕΙ ΑΣΦ Request Answer ↓1 vec Compute the unadjusted latitudes. Express your answers in feet to six significant figures and separated by commas. 15] ΑΣΦ | 41 vec ? f ? ft, 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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Q1. Calculate departures and latitudes of the following ABCDE traverse. 3 N A 285.40' •N26°10'E E 5 75 25 E 640.45' 647.02' 5306 W N 0°42' W 720.8 203.00 5 15 30¹ W
Following are the data gathered from the traverse: Lat Dep DPD 2A 399.790 0 565.388 565.277 -350.184 605.780 -564.112 -205.360 -50.882 -965.697 Express all answer unitless and with 3 decimals for A to J
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
3. AREA BY DPD. In the accompanying tabulations are the adjusted latitudes and adjusted departures of two traverse. By employing the double parallel distance method, determine the area (in sq.m. and ha.) of each traverse. ADJUSTED LATITUDE ADJUSTED DEPARTURE LINE +N -S +E -w AB 420.75 713.84 BC 296.08 693.05 CD 894.37 405.36 DE 501.25 926.54 EF 386.42 695.04 FA 884.53 190.67 Sums +1691.70 F1691.70 181 2.25 1812.25 ADJUSTED LATITUDE ADJUSTED DEPARTURE COURSE +N +E 1-2 299.30 295.58 2-3 338.05 223.56 24.52 245.77 381,36 230.52 4-5 8.05 5-6 463.09 6 - 1 626.11 309. 87 Sums +949.93 -949.93 + 772.96 -772.96
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.
Compute the distance only between points "A" and point "B" Point A- N 1147.8000 E 710.4700 E 138.5700 Point B N 1489.1700 7226 666.04' O 450.12¹ O 341.37'
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 CE (M) AZIMUT COMPUTED ADJUSTED DEPARTURE ADJUST ED DISTAN CE ADJUST DPD ED AZIMUT DOUBLE COMPUTED DEPARTURE ADJUSTED LATITUDE ADJUST ED BEARIN H LATITUDE AREA (from S) H (nearest (nearest minute) minute) +NL -SL +ED -WD +NL -SL +ED -WD AB N 10-00 650.00 BC S 70-29 E CD S 26-28 895.00 315.00 DE S 65-33 875.00 EA N 45-31 410.00 TOTAL LEC : RP (nearest hundred) AREA
. 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
Compute the area of the given traverse using DPD and DMD method. POINT NORTH/SOUTH DEGREES MINUTES EAST/WEST DISTANCE (M) 0-1 19 21 E 530.49 1-2 81 21 23.59 2-3 N 10 45 E 108.31 3-4 N 15 6 E 30.47 4-5 S 77 26 E 29.95 5-6 23 120.29 6-7 S 23 17.61 7-8 81 21 10.08 8-1 N 81 21 23.42
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.
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.
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 ...