El cálculo del presupuesto para construir una represa

a= (37,0)

Letra Cordenada

A (37,0)

B (20,40)

C (19,40)

D (16,40)

E (0,0)

F (10,0)

G (13,0)

H (16, -5)

I (20, -5)

J (24,0)

L (26,0)

M (27, 0)

Segmento AB:

A= (37- 0) B= (20, 40)

(AB)x= 20-37=- 17

(AB)y= 40-0= 40

C=√(〖-17〗^2+〖40〗^2 )

C= √(289+1600)

C=√1889

C= 43.462

Segmento BC:

B= (20, 40) C= (19, 40)

(BC) x= 19-20=-1

(BC) y= 40-40=0

C=√(1^2+0^2 )

C= 1

Segmento CD:

C= (19, 40) D= (16,40)

(CD) x= 16-19= -3

(CD) y= 40-40= 0

C=3

Segmento DE:

D = (16, 40) E= (0,0)

(DE) x = 0-16= -16

(DE) y = 0 -40= 40

C=√(〖-16〗^2+〖40〗^2 )

C= √(256+1600)

C=√1856

C= 43.081

Segmento EF:

E= (0,0) F = (10, 0)

(EF) x= 10 -0= 10

(EF) y = 0-0 = 0

C= 10

Segmento FG:

F: (10, 0) G = (13, 0)

(FG) x = 13-10= 3

(FG) y= 0-0= 0

C= 3

Segmento GH:

G: (13,0) H= (16-5)

(GI)x = 16-13= 3

(GI) y= -5-0 = -5

C= √(3^2+〖-5〗^2 )

C= √(9+25)

C= √34

C=5.83

Segmento HI

H= (16, -5) I= (20,-5)

(HI) x = 20- 16= 4

(HI) y= -5 –(-5) = 0

C= 4

Segmento IJ:

I: (20, -5) J= (24, 0)

(IJ) x = 24 -20 = 4

(IJ) y = -5-0 = -5

C= √(4^2+〖-5〗^2 )

C=√(16+25)

C= √41

C=6.403

Segmento JL:

J= (24, 0) L= (26, 0)

(JL) x= 27- 24 = 2

(JL) y= 0-0= 0

C=2

SEGMENTO LM

L= (26,0) M= (27, 0)

(LM)x = 27- 26= 1

(LM) y= 0-0= 0

C= 1

SEGMENTO MA:

M= (27, 0) A =(37,0)

(MA) x =37-27= 10

(MA) y= 0-0=0

C= 10

SEGMENTO DF:

D= (16,40) F: (10, 0)

(DF) x= 10- 16= -6

(DF) y= 0-40

C=√(〖-6〗^2+〖-40〗^2 )

C=√(36+1600)

C=√1636

C=30.594

SEGMENTO CL

C= (19, 40) L= (26,0)

(CL) x= 26-19= 7

(CL) y= 0-40= 40

C=√(7^2+〖40〗^2 )

C= √(49+1600))

C=√1649

C=40.607

SEGMENTO MB

M= (27, 0) B= (20, 40)

(MB)x= 20-27= -7

(MB)y= 40- 0=40

C=√(〖-7〗^2+〖40〗^2 )

C= √(49+1600)

C=√1649

C= 40.607

Perímetros

ENROCAMIENTO CORAZON FILTRO ENROCAMIENTO

SEGMENTOS DE =43.081

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