Download solution manual for surveying with construction applications 8th edition by barry kavanagh and diane k slattery

Solution manual for Surveying with Construction Applications 8th Edition Download by Solution for Surveying with Applications 8th Barrymanual Kavanagh and Diane K.Construction Slattery Edition https://getbooksolutions.com/download/solution-manual-for-surveying-withconstruction-applications-8th-edition CHAPTER 4.1 a) i ii iii iv v 2.05 1.90 1.56 1.20 0.90 b) i ii iii iv v 4.2 STATION BM 50 TP TP 1.165 1.120 1.020 0.960 0.910 c) i 2.05 d) i 1.085 ii 1.79 ii 1.005 iii 1.45 iii 0.970 iv 1.25 iv 0.940 v 0.95 v 0.900 e) i ii iii iv v BS 1.27 2.33 HI 315.04 342.16 ELEVATION 313.77 310.13 306.29 FS 4.91 6.17 3.10 2.8 2.54 2.26 1.98 f) i 1.165 ii 1.045 iii 0.990 iv 0.915 v 0.860 313.77 +3.60 -11.08 = 306.29 check 4.3 4.4 STATION BM 61 0+00 0+50 TP 1+00 1+50 1+75 TP STATION BM TP TP TP BM BS HI 4.72 324.92 ELEVATION 320.20 4.42 320.50 4.30 320.62 5.11 328.02 2.01 322.91 4.66 323.36 3.98 324.04 1.20 326.82 1.80 326.22 9.83 FS = 3.81 320.20 +9.83 -3.81 = 326.22 check BS 1.613 1.425 1.307 1.340 IS FS HI 399.635 399.133 398.730 398.797 FS 1.927 1.710 1.273 0.780 ELEVATION 398.022 397.708 397.423 397.457 398.017 398.022 +5.685 -5.690 = 398.017 ck 4.5 Error = 398.022 398.017 = 0.005m der in both countries 4.6 STATION BS HI FS ELEVATION BM 100 2.71 179.27 176.56 TP 3.62 178.01 4.88 174.39 TP 3.51 177.55 3.97 174.04 TP 3.17 177.91 2.81 174.74 TP 1.47 177.76 1.62 176.29 BM 100 1.21 176.55 176.56 +14.48 -14.49 = 176.55 check 4.7 0.015 Error = 176.56 - Therefore the results qualify for second order according to Table 4.2 4.8 STATION BS BM S101 0+000 0+020 0+040 0+060 0+066.28 0+080 0+100 0+120 TP 0+140 0+143.78 0+147.02 0+160 0+180 0+200 TP BM S102 HI 0.475 IS FS 202.500 0.02 0.41 0.73 0.70 0.726 1.38 1.75 2.47 0.666 200.173 0.57 0.634 0.681 0.71 0.69 1.37 0.033 198.501 ELEVATION 202.025 202.48 202.09 201.77 201.80 201.774 201.12 200.75 200.03 2.993 199.507 199.60 199.539 199.492 199.46 199.48 198.80 1.705 198.468 2.891 195.610 202.025 +1.174 -7.589 = 195.610 check 4.9 HI 104.58 111.24 117.83 117.80 117.92 115.57 108.43 101.25 101.25 101.92 FS BM1 TP1 TP2 TP3 TP4 TP5 BS 4.58 8.25 8.19 4.59 4.58 2.25 4.61 1.65 4.58 4.58 1.59 1.60 4.62 4.46 4.60 11.75 8.83 4.58 3.91 ELEV 100.00 102.99 109.64 113.21 113.34 113.32 103.82 99.60 96.67 97.34 4.64 104.65 1.91 100.01 STATION SS 9.25 5.76 15.22 BM1 4.64 95.40 98.89 89.43 100.01 DESCRIPTION X on conc., 1st floor, East entry X on conc., floor, top of E stairs X on conc., 2nd floor, top of N stairs X on conc., 1st floor, N entry X on conc., top of ramp in N-S hallway X on conc., top of ramp in E-W hallway Floor of mezzanine level Floor of sunken area in main lobby Floor of mechanical room, basement level (100.00) a Difference between 1st and 2nd floors at east end of building - b Difference between 1st and 2nd floors at north end of building - c Difference between 2nd floor and mechanical room floor floor is not level) Difference between 1st and 2nd floors at east end of building Difference between 1st and 2nd floors at north end of building - d e nd Difference between 2nd floor and mechanical room floor floor is not level) g Difference between 1st floor and mezzanine level floor h Difference between 1st and 2nd floors at east end of building i Difference between 1st and 2nd floors at north end of building j Difference between 2nd floor and mechanical room floor floor is not level) k Difference between 1st floor and mezzanine level floor - nd f 4.10 STATION BM 41 TP 13 12+00 50 ft left 18.3 ft left BS 6.21 4.10 HI IS 353.76 356.97 0.89 3.9 4.6 6.33 7.9 8.2 20.1 ft right 50 ft right 13+00 50 ft left 19.6 ft left 20.7 ft right 50 ft right TP 14 BM S22 FS ELEVATION 347.55 352.87 353.1 352.4 350.64 349.1 348.8 5.0 5.7 7.54 7.9 8.4 7.39 363.24 nd 1.12 2.41 352.0 351.3 349.43 349.1 348.6 355.85 360.83 347.55+17.70 - 4.42= 360.83 check 4.11 Station BS BM 107 7.71 HI FS 206.60 Elevation Left 198.89 c L Right 80+50 60' 28' 9.7 8.0 196.9 198.6 0' 32 5.7 4.3 200.9 202.3 81+00 60' 25' 10.1 9.7 196.5 196.9 0' 30' 60' 6.8 6.0 5.3 199.8 200.6 201.3 81+50 60' 27' 11.7 11.0 194.9 195.6 0' 33' 60' 9.2 8.3 8.0 197.4 198.3 198.6 TP 4.12 10.17 60' 4.0 202.6 196.43 a) Correct difference in elevation = 8.72-5.61 = 3.11 ft b) Correct reading @ A would have been 5.42+3.11 = 8.53 ft c) Error is (8.57- 8.53) = +0.04 ft in 300 ft d) Upper/lower reticle capstan screws are loosened/tightened until the cross hair falls on 8.53 on the rod @ A 4.13 a) V = 148.61 Sin 9o26' = 24.36 ft Elevation of lower station = 324.28 + 4.66 - 24.36 - 4.88 = 299.70 ft b) H = 148.61 Cos 9o26' = 146.60 ft Lower station = 110+71.25 + 146.42 = 112+17.85 4.14 a) First elevation difference = 2.417-0.673 = 1.744 Second elevation difference = 2.992 - 1.252 = 1.740 Average elevation difference = 1.742 Elevation of B = 187.298-1.742 = 185.556m b) Levelling error = 0.004m 4.15 a) Error = 167.174 167.185 = - 0.011m Accuracy limit for 2nd order = (See Tables 4.2 and 4.3) Therefore the error of - 0.011 satisfies the requirements for 3rd order accuracy in both the U.S and Canada 4.15(b) Station Cumulative Distance BM 130 TP 130 TP 260 TP 390 BM K110 520 TP 650 BM 132 780 Elevation 168.657 168.248 168.539 166.318 166.394 166.579 167.618 Correction 130/780 x.011 = +.002 260/780 x.011 = +.004 390/780 x.011 = +.006 520/780 x.011 = +.007 650/780 x.011 = +.009 780/780 x.011 = +.011 Adjusted Elevation 168.657 168.250 168.543 165.324 166.401 166.588 167.629 C = 167.629 167.618 = - 0.011 The adjusted elevation of BM K110 is 166.401m 4.16 a Table 2.3(a): BM 111 111 Allowable error = 0.06 order work Cumulative Field Elevation Correction (ft) Loop Distance (ft) (mi) -1320.28 (fixed) -0.4 1325.15 0.4/3.0 X 0.11 = 0.7 1328.94 0.95 1331.55 1.20 1329.01 1.8 1327.86 2.4 1333.67 3.0 1320.39 Error = 1320.39 Adjusted Elevation (ft) 1320.28 1325.14 1328.91 1328.52 1328.97 1327.79 1333.58 1320.28