Use the field notes to calculate the latitude from Point LUC-1 to point Crunch.Elevation of Point LUC-1: 298.78 ft.Instrument at Point LUC-1 (HI = 5.35)Backsight = Point PantherBacksight bearing from Point LUC-1 to Point Panther in DMS: N 82-14-09 WHAR to Point Crunch in DMS: 23-25-56Slope distance from Point LUC-1 to Point Crunch: 147.78 ft.VA from Point LUC-1 to Point Crunch in DMS: +3-07-51 (HR = 4.29 ft.)+76.43+126.22+126.41O +76.54

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Answered: Use the field notes to calculate the…

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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Using Transit Rule, adjust the traverse. (solution and tables for corrected latitude and departure must be shown) LINE LATITUDE DEPARTURE АВ -122.15 -679.99 BC +173.89 -591.00 CD -669.14 +109.08 DE -140.14 +961.10 EA +756.86 +201.86
b)Table 3 shows the data of closed traverse. Table 3 Station Bearing Distance (m)1-2 103o 31' 30” 71.7002-3 196o 26' 50” 73.3003-4 273o 57' 10” 75.2004-5 340o 13' 50” 54.3505-1 55o 18' 40” 54.030 Illustrate a diagram and find; i)The latitude and departure of each line.ii)The adjusted value of latitude and departure for each line. iii)The coordinate for each station, given the coordinate of station1 (N3000, W4000)
Compute the Area using the DMD and check by DPD method ADJUSTED LATITUDE ADJUSTED DEPARTURE LINE +N +E W AB 552.45 212.63 BC 232.06 396.50 CD 359.70 283.15 DE 209.37 366.89 EA 215.44 525.39 Sume 784.51m-784.5 1m+892.28m-892.28m (NL) (SL) (ED) (WD)
2. The four corners M, N, O, and P of a rectangular building having the coordinates given in the table, are to be set out from control station Q by a total station instrument. Calculate the WCB and distance to establish each corner of the building. The coordinates of Q are E 938.945 m, N 825.484 m. Corner East North 624.037 215.878 1568.761 635.225 1249.965 1334.136 429.649 1198.236 MNOP
Compute for the coordinates of station O. Note that: A has a northing of 1620925.334 and easting of 507672.847. B has a northing of 1620923.996 and easting of 507617.614. C has a northing of 1620694.527 and easting of 507681.770. STATION OCCUPIED STATION OBSERVED HORIZONTAL ANGLE (m) O B 0˚00’00” A 0˚29’49” O A 0˚00’00” C 64˚08’18”
Using the data below, compute for the Linear Error of Closure Also, Determine the adjusted latitude and departure using compass rule: Line Distance Latitude Departure Adjustment (Lat) Adjustment (Dep) Adjusted Lat Adjusted Dep 1-2 388.08 -234.363 -309.322 2-3 732.72 732.665 8.952 3-4 324.78 -22.938 323.969 4-1 477.24 -476.557 -25.531 Express all answer unitless and with 3 decimals for A to J Next
5.) Points A, B and C form a fixed triangle in the field. A total station instrument occupies point C and is used to determine a distance of 1783.32 feet to point A (side CA), and 301.62 feet to point B (side CB). If the interior angle at point C is determined to be 121°02'15", what is the distance of side AB?
Q11: The four comers A, B, C, and D of a portal frame factory having the coordinates Satisfactory given in Table 7, are to be set out from control station P by a total station instrument. Calculate the WCB and distance to establish each comer of the portal frame factory. Y N Table 7: Corner Easting (m) Northing (m) A 117.984 92.849 82.629 128.204 33.132 78.707 68.487 43.352 The coordinates of P are E 110.383 m, N 81.334 m. (PC 3.4, 4.3, RS 5, RK 6.5) A:
Data of a closed traverse are as follows: Compute the distance of line (5-1) a. 206.92 m b. 374.97 m c. 267.88 m d. 423.54 m
Calculate the latitudes and departures. Check for closure. If the accuracy needed is 1/7500, is the survey acceptable? Apply corrections if necessary. If A has coordinates (N1000.00, E1000.00), determine the coordinates of the other stations. Using the Double Meridian Method, calculate the area of the traverse. Verify your solution for the area by the Coordinate method.
Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). N 2- Linear misclosure Line AB BC CD DA 3- Traverse precision 4- Interior angles A and B 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Length(m) 330 827 Sum= 2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C D A (calculated) Easting 500 B 1323.167 Northing 500 582.059 A= B= Angles
Relative precision of traverse is A absolute value of the difference between total distance and adjusted total distance B rise over run c) ratio of linear error of closure to the area of the closed traverse D ratio of linear error of closure to the perimeter of the supposedly close traverse Question 5 1 Point Reason to believe that the traverse is not closed. A CL not equal to zero B There are 2 readings made for each traverse line North latitudes not equal to zero East departures not equal to zero E All of the above

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