Planilla corrección Zulliger

7/27/2019 Planilla correccin Zulliger

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LOCALIZ Calidad Evol

DQ Forma Mov Color crom

Lmina N Resp N Loc W D Dd S + o v/+ v N Resp F M FM m Act Pas FC CF C C

Lmina 1 1 1 1 1 1

2 1 1 2 1

3 1 1 1 3

Lmina 2 1 1 1 1 1 1 1

2 1 1 2 1

3 1 1 1 3 1

4 1 1 1 4 1

Lmina 3 1 1 1 1 1

2 1 1 2 1 1

3 1 1 3 1

10 2 5 3 3 2 5 3 0 6 2 1 0 1 0 0 0


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inante FQ CONTENIDOSombreado Form dim Pares y reflej

FT TF T FV VF V FY YF Y FD (2) rF Fr N Resp + o u - sin H (H) Hd (Hd) Hx A (A) Ad (Ad)

1 1 1

2 1

1 3 1

1 1 1

2 1 1

3 1

4 1 1

1 1 1

2 1 1

3 1 1

0 0 0 0 0 0 1 0 0 0 0 0 0 3 7 0 0 0 2 0 0 0 0 4 0 1 0


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CODIGOS ESPECIALES

Nivel 1 Nivel 2

Bt Populares N Resp DV (1) INC (1) DR (1) FAB (1) ALOG (1) CONT (1) DV (2) INC (2) DR (2) FAB (2) ALOG (2) CONT

1 1

1 1 2

3

1

2

1 3

4

1 1

1 2

1 3

2 5 0 0 0 0 0 0 0 0 0 0 0 0


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CFB COP CP MOR PER PSV

1

0 0 0 0 1 0


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SUMARIO ESTRUCTURAL

LOCALIZACION DETERMINANTES CONTENIDOS RESUMEN DEL ENF

Complejos Sencillos

W = 3 R = 13 Lamina Localizacin

D = 3 F = 6 H = 2 I :W+D = 6 M = 2 (H) = 0 II :

Dd = 2 FM = 1 Hd = 0 III :

S = 5 m = 0 (Hd) = 0

FC = 1 Hx = 0

CALIDAD EVOLUTIVA ( DQ ) CF = 0 A = 4 CODIGOS ESPECI

C = 0 (A) = 0

+ = 3 total compl Cn = 0 Ad = 1 Nivel 1 Nivel 2

o = 0 0 FC' = 1 (Ad) = 0 DV = 0 0

v / + = 0 C'F = 0 An = 0 INC = 0 0

v = 0 C' = 0 Art = 1 DR = 0 0

Movimiento FT = 0 Ay = 0 FAB = 0 0

CALIDAD FORMAL TF = 0 Bl = 0 ALOG = 0T = 0 Bt = 2 CONT = 0

FQx MQ W + D FV = 0

VF = 0 Caractersticas

+ = 3 + = + = V = 0 Suma bruta 6 =

o = 7 o = o = FY = 1 AG = Suma pond 6 =

u = 0 u = u = YF = 0 COP =

- = 0 - = - = Y = 0 MOR = AB = 0 CP =

sin = 0 sin = sin = Fr = 0 AG = 0 MOR =

Rf = 0 AB = CFB = 0 PER =

FD = 0 PER = COP = 0 PSV =

( 2 ) = 0 CP =

CALCULOS NUMERICOS

CONTROLES AFECTOS

R = 13 L = 0.85714286 FC:CF+C= 1 : 0

EB = 2 : 1 EA = 2.5 C pura = 0

eb = 1 : 0 es = 1 SumC: SumPondC = 1 : 0.5--------------------------------------------------------------------- S = 5

FM = 1 C' = 0 T = 0 Complej : R= 0 : 13

m = 0 V = 0 Y= 0 CP = 0

INTERPERSONAL

COP=

GHR:PHR=

Fd=

SumT =

ContHum=


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H pura=

PER =

Bt+2Cl+Ge+Ls+2Na/R=

AG =

a : p =


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OQUE

LES

0

0

0

0

1

0


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SUMARIO ESTRUCTURAL

LOCALIZACION DETERMINANTES CONTENIDOS RESUMEN DEL ENF

Complejos Sencillos

W = R = 0 Lamina Localizacin

D = F = H = I :W+D = 0 M = (H) = II :

Dd = FM = Hd = III :

S = m = (Hd) =

FC = Hx =

CALIDAD EVOLUTIVA ( DQ ) CF = A = CODIGOS ESPECI

C = (A) =

+ = total compl Cn = Ad = Nivel 1 Nivel 2

o = 0 FC' = (Ad) = DV =

v / + = C'F = An = INC =

v = C' = Art = DR =

FT = Ay = FAB =

CALIDAD FORMAL TF = Bl = ALOG =T = Bt = CONT =

FQx MQ W + D FV = Cg =

VF = Cl =

+ = + = + = V = Ex = Suma bruta 6 =

o = o = o = FY = Fd = Suma pond 6 =

u = u = u = YF = Fi =

- = - = - = Y = Ge = AB = CP =

sin = sin = sin = Fr = Hh = AG = MOR =

Rf = Ls = CFB = PER =

FD = Na = COP = PSV =

POPULARES ( 2 ) = Sc =

Sx =P = 3 Tipo Movimiento Xy =

Id =

Ma =

Fma =

ma =

Mp =

FMp =

mp =

CALCULOS NUMERICOS


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CONTROLES AFECTOS

R = 0 L = #DIV/0! FC:CF+C= 0 : 0

EB = 0 : 0 EA = 0 C pura = 0

eb = 0 : 0 es = 0 SumC: SumPondC = 0 : 0

--------------------------------------------------------------------- S = 0FM = 0 C' = 0 T = 0 Complej : R= 0 : 0

m = 0 V = 0 Y= 0 CP = 0

INTERPERSONAL IDEACION

COP= 0 a : p = 0 : 0

GHR:PHR= : Ma : Mp = 0 : 0Fd= 0 2AB + (Art+Ay) = 0

SumT = 0 MOR = 0

ContHum= SumaBruta6 = 0

H pura= Nivel 2 = 0

PER = 0 SumaPond6 =

Bt+2Cl+Ge+Ls+2Na/R= MQsin =

AG = 0 M - =

a : p =

Aisla/R = 0

H:(H)+Hd+(Hd) = 0 : 0

(H)+(A) : (Hd)+(Ad)= 0 : 0

H+A : Hd+Ad = 0 : 0

MEDIACION

P = 3X+% =

F+ % =

X - %= ###

S -%=

Xu% = ###


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OQUE

LES

0

0


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Planilla corrección Zulliger

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