Calculo de La Poligonal 2011-2

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Calculo de poligonal - topografia

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<p>CALCULO DE LA POLIGONALVRTICEANGULOLONGITUD DE LADOS </p> <p>1REPETICION2 REPETICION</p> <p>A803840</p> <p> AB110.480110.480</p> <p>B961300</p> <p>BC112.015112.015</p> <p>C941410CD64.74064.745</p> <p>D2435210</p> <p>DE35.21035.200</p> <p>E2711900</p> <p>EF37.54037.545</p> <p>F203730</p> <p>FG149.97014.980</p> <p>G891950</p> <p>GH59.78059.780</p> <p>H1744000</p> <p>HI71.82571.813</p> <p>I914610IJ77.25077.260</p> <p>J2771950JA49.17549.178</p> <p>1. COMPENSACION DE ANGULOSA =803840B =961300C =941410D =2435210E =2711900F =203730G =891950H =1744000I =914610J =2771950SUMA=114000200002010=2</p> <p>A =803840 - 2 = 803838B =961300- 2 = 961300C =941410- 2 = 941410D =2435210-2 = 2435210E =2711900-2 = 2711900F =203730-2 = 203730G =891950-2= 891950H =1744000-2 = 1744000I =914610-2 = 914610J =2771950-2 = 2771950 144000002. CALCULO DE LA LONGITUD PROMEDIO DE LOS LADOSAB =96.000 + (110.500 + 110.480) = 110.490BC =96.000 + (112.030 + 112.015) = 112.023CD =96.000 + (64.745 + 64.745)=64.745DE =96.000 + (35.190 + 35.210)=35.200EF =96.000 + (37.550 + 37.540)=37.545FG =96.000 + (149.990 + 149.970)=149.980GH =96.000 + (59.780 + 59.780)=59.780HI =96.000 + (71.800 + 71.825)=71.813IJ =96.000 + (77.270 + 77.250)=77.260JA =96.000 + (49.180 + 49.175)=49.178 768.014</p> <p>3. CALCULO DE AZIMUTS </p> <p>* = 3032210-1800000* = 1232210+ = 961258* = 2193508-1800000* = 393508+ = 941408* = 1334916+1800000* = 3134916+ = 2435208 5574124 - 3600000 * = 1974124+1800000* = 174124+ = 2711858*2890022-1800000* = 1090022+ = 2037501293750+1800000* = 3093750</p> <p>* = 3093750+ = 8919483985738-3600000* = 385738+1800000* = 2185738+ = 174395839337363600000*= 333736+1800000* = 2133736+ = 914608* = 1252344 -1800000* = 1252344+ = 2771950424332+1800000* = 2224332 = 8038383032210</p> <p>4. CALCULO DE RUMBOSABN 563750 O BCS 393508 OCDS 461044 EDES 174124 OEFN 705938 OFGS 502210 EGHN 385738 EHIN 333736 EIJN 543616OJAN 424332 E5. CALCULO DE LAS PROYECCIONES DE LOS LADOS</p> <p>LADOLONGITUDRUMBO LADOPROYECCIN XPROYECCIN Y</p> <p>AB110.490N 563750 O</p> <p>-92.275+64.773</p> <p>BC112.023S 393508 O</p> <p>-71.384-86.333</p> <p>CD64.645S 461044 E</p> <p>+44.761-44.761</p> <p>DE35.200S 174124 O</p> <p>-10.696-33.536</p> <p>EF37.545N 705938 O</p> <p>-35.498+12.227</p> <p>FG149.980S 502210 E</p> <p>+115.511-95.662</p> <p>GH59.780N 385738 E</p> <p>+37.589+46.484</p> <p>HI71.813N 333736 E</p> <p>+39.769+59.796</p> <p>IJ77.260N 543616O</p> <p>-62.980+44.750</p> <p>JA49.178N 424332 E</p> <p>+33.367+36.127</p> <p>SUMA+0.045+3.865</p> <p>6. CALCULO DE ERRORES EN LOS EJES, ERROR DE CIERRE Y ERROR RELATIVO=+0.045</p> <p> El error de cierre o error absoluto ser:</p> <p>El error relativo ser:</p> <p>Tomndose:</p> <p>7. CALCULO DE LAS CORRECCIONES DE LAS PROYECCIONESLADO</p> <p>Correccin en el eje XCorreccin en el eje Y</p> <p>AB</p> <p>-0,006</p> <p>-0,435</p> <p>BC</p> <p>-0,006</p> <p>-0,543</p> <p>CD</p> <p>-0.004</p> <p>-0,345</p> <p>DE</p> <p>-0.002</p> <p>-0,278</p> <p>EF</p> <p>-0.004</p> <p>-0,182</p> <p>FG</p> <p>-0,008</p> <p>-0.690</p> <p>GH</p> <p>-0,004</p> <p>-0,354</p> <p>HI</p> <p>-0.004</p> <p>-0,410</p> <p>IJ</p> <p>-0.005</p> <p>-0.334</p> <p>JA</p> <p>-0.003</p> <p>-0.294</p> <p>-0.045-3,865</p> <p>8. CALCULO DE PROYECCIONES POR LADOSEN EL EJE XEN EL EJE Y</p> <p>AB-92,275-0.006-92.28164.773-0.43564.338</p> <p>BC</p> <p>-71.384-0,005-65,968-86.33-0.543-86.876</p> <p>CD</p> <p>-46.642-0,004+46.638-44.761-0.345-45.106</p> <p>DE</p> <p>-10.696-0,002</p> <p>-10.698</p> <p>-33.536-0.278-33.814</p> <p>EF</p> <p>-35.498-0.004-35.50212.227-0.18212.045</p> <p>FG</p> <p>115.511-0.008115.503-95.662-0.690-96.352</p> <p>GH</p> <p>37.589-0.00437.585+46.484-0.35446.130</p> <p>HI</p> <p>39.769-0.00439.76559.796-0.41059.386</p> <p>IJ</p> <p>-62.980-0.005-62.98549.750-0.33444.416</p> <p>JA33.367-0.00333.36436.127-0.29435.833</p> <p>0.0000.000</p>

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