Caminos Senayda (1)
3
calculo de trazo de carretera PI ANG. BETA B DEC D DEC DELTA DISTANCIA GG MM SS GG MM SS 1 2 100 44 21 100.739167 79.2608333 79 15 39 315.28 3 100 23 10 100.386111 79.6138889 79 36 50 276.31 4 250 16 7 250.268611 70.2686111 70 16 7 251.67 5 265 29 44 265.495556 85.4955556 85 29 44 280.42 6 300 VD 30
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Transcript of Caminos Senayda (1)
calculo de trazo de carretera
PIANG. BETA
B DEC D DECDELTA
DISTANCIA RADIO PIGG MM SS GG MM SS12 100 44 21 100.739167 79.2608333 79 15 39 315.28 70 0+315.283 100 23 10 100.386111 79.6138889 79 36 50 276.31 70 0+572.484 250 16 7 250.268611 70.2686111 70 16 7 251.67 80 0+804.755 265 29 44 265.495556 85.4955556 85 29 44 280.42 70 1+070.696 300 1+345.73
VD 30
TAN P.C. L.C. P.T. EXT.AZIMUT
GG MM SS AZI. DEC
57.97 0+257.31 96.84 0+354.14 20.89 10 15 28 10.2658.34 0+514.15 97.27 0+611.41 21.12 291.0056.30 0+748.45 98.11 0+846.56 17.82 211.3864.70 1+005.98 104.45 1+110.44 25.32 281.65
367.15
COORDENADASX Y ESTE NORTE
230415 808029356.14 310.24 230471.14 8080603.24
-257.96 99.01 230213.18 8080702.25-131.06 -214.85 230082.12 8080487.40-274.64 56.63 229807.48 8080544.03
37.33 297.67 229844.81 8080841.70
