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1.- Posicionamiento con el Norte: P 1 = 7,213 (m) P 2 = 5,642 (m) P 1 P 2 = 2,251 (m) θ P (¿¿ 1 P 2 ) 2 = P 1 2 + P 2 2 2 ( P 1 ) ( P 2 ) cosθ ¿ cosθ= P 1 2 + P 2 2 P 1 P 2 2 2 ( P 1 ) ( P 2 ) cosθ= ( 7,213 ) 2 +( 5,642 ) 2 −( 2,251 ) 2 2 ( 7,213 ) ( 5,642 ) cosθ= 78,793 81,391 θ ¿ cos 1 ( 0,96808 ) θ = 14,515 2.- Lados del Pol!ono: "atos de distancias #arciales ´ Aa = 25,265 (m) ´ ab = $,%$ (m) ´ bB = 24,&%% (m) P 1 2,251 (m) P 2 7,213 (m) 5,642 (m) ' θ = 14º30’54’’ AZ: ´ AB = ´ Bd = 5,&43 (m) ´ dE = 22,1$5(m) + ´ eC = 28,376 (m) ´ + ´ Cg = 11,$62 (m) ´ gD = 14,&65(m) + Lado ´ CD =

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2,251 (m)1.- Posicionamiento con el Norte:= 7,213 (m)

7,213 (m)5,642 (m)= 5,642 (m)= 2,251 (m)

A

= 143054AZ: = 143054 = 14,515

2.- Lados del Polgono:

= 5,843 (m) = 22,195(m) + = 28,376 (m)Lado = 56,414 (m)Datos de distancias parciales

+ = 11,962 (m) = 14,865(m) +Lado = 26,827 (m) = 25,265 (m) = 9,09 (m) = 24,800 (m)Lado = 59,155 (m)

= 8,630 (m) = 17,192(m) +Lado = 25,822 (m) = 21,838 (m) = 27,562(m) = 8,689 (m) + = 5,198 (m)Lado = 63,287 (m)

hDi: = 3,389 (m) = 18,630 (m) = 11,220 (m)3.- ngulos internos (tringulos oblicungulos)cBd: = 4 (m) = 5,843 (m) = 7,703 (m)

nA: = 5,44 (m) = 11,962(m) = 15,095 (m) jEk: = 2,125 (m) = 2,512 (m) = 3,953 (m)

= + -2(CosACos A=Cos A = Cos A = = 0,208272A= (0,208272) = 77,979 = 775844nA: = 5,44 (m) = 11,962(m) = 15,095 (m)4.- Calculo de los ngulos horizontales:

= + -2(CosBCos B =Cos B = Cos B = = -0,198723B= (-0,198723) = 101,462 = 1012743cBd: = 4 (m) = 5,843 (m) = 7,703 (m)

fCg: = 5,44 (m) = 11,962 (m) = 15,095 (m) = + -2(CosCCos C=Cos C = Cos C = = 0,423951C= (-0,423951) = 115,084 = 115522

hDi: = 3,389 (m) = 18,630 (m) = 11,220 (m) = + -2(CosDCos D=Cos D = Cos D = - = -0,6825D= (-0,6825) = 133,04 = 133224

= + -2(Cos ECos E=Cos E = Cos E = - = -0,44960E= (-0,44960) = 116,71 = 1664306 jEk: = 2,125 (m) = 2,512 (m) = 3,953 (m)

5.- Suma de ngulos internos:a. ngulos internos = (n-2)180 Si n=5 ngulos internos = (3)180 ngulos internos =540b. ngulos internos observados = + + + +

(115522) + (133224) + (1664306) ngulos internos observados = (775844) + (1012743) + ngulos internos observados = 5441659 c. Error angular: Error = ngulos interno - ngulos internos observados Error = 5441659 - 540 Error = + 41659POR EXCESO

6.- Distribucin del error:Distribucin del error = Si n = 5Distribucin del error = Distribucin del error = 05124 7.- Calculo de Azimuts:Az: = 143054 + = 1003619 115713 < 180 + 180 295 713 Az: + = 1141338409 2051 > 180 180 2292051 Az: + = 132110 3613151 > 180 180 1813151 Az: + = 1155148 2972339 > 180 1172339 Az: 180 1172339 Az: + = 77720 1943059 > 180 180 143059