Taquimetria
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TAQUIMETRIA
Σ =180(n-2)
COMPENSACION DE ANGULOS A= 85°12’50” B= 119°34’18” C= 75°35’05” D= 79°38’23”
-9 -9 -9 -9
Σ =180(4-2)
= 85°12’41” = 119°34’09” = 75°35’56” = 79°38’14” 360°0’00”
Σ =360° D
79°38’23” +75°35’05”+ 119°34’18” + 85°12’50”
Σ =360°0’36”
79°38’23”
A
85°12’50” 75°35’05”
C
=360°0’36”360°0’00” ------ 36”
119°34’18”
B
36”/4=9”
Zbc=230°+28° Zbc=258°-180°
CALCULO DE AZIMUT
Zbc=78° Zcd=220°+78° Zcd=298°-180°
230° B
N
Zde=281°+118°
130° 28° A
Zcd=118°
Zbc 220°
C
Zde=399°-180°
Zcd
Zde=219° Zea=250°+219°
140°
Zea=469°-180°
81°
Zea=289°
281° 79°
110° E 250° Zea
D
Zde
CALCULO DE PROYECCIONES
CALCULO DE ERROR DE CIERRE
Ec Ec Ec=0.24m CALCULO DE ERROR RELATIVO
Er=
Er=
Er=
Er=
Er=6035.625
Σ =180(n-2)
COMPENSACION DE ANGULOS A= 85°12’50” B= 119°34’18” C= 75°35’05” D= 79°38’23”
-9 -9 -9 -9
Σ =180(4-2)
= 85°12’41” = 119°34’09” = 75°35’56” = 79°38’14” 360°0’00”
Σ =360° D
79°38’23” +75°35’05”+ 119°34’18” + 85°12’50”
Σ =360°0’36”
79°38’23”
A
85°12’50” 75°35’05”
C
=360°0’36”360°0’00” ------ 36”
119°34’18”
B
36”/4=9”
Zbc=230°+28° Zbc=258°-180°
CALCULO DE AZIMUT
Zbc=78° Zcd=220°+78° Zcd=298°-180°
230° B
N
Zde=281°+118°
130° 28° A
Zcd=118°
Zbc 220°
C
Zde=399°-180°
Zcd
Zde=219° Zea=250°+219°
140°
Zea=469°-180°
81°
Zea=289°
281° 79°
110° E 250° Zea
D
Zde
CALCULO DE PROYECCIONES
CALCULO DE ERROR DE CIERRE
Ec Ec Ec=0.24m CALCULO DE ERROR RELATIVO
Er=
Er=
Er=
Er=
Er=6035.625
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