Geometria Analitica

Tabla resumen | | Presupuesto |
Número | Sección | Perímetro(m) | Área(m2) | Longitud(m) | Volumen (m3)Área x Longitud | $500 xEnroca int | $200m3 xCorazón | $300 xFiltro | $400 xEnroca ext |1 | Enrocamiento | 74.59 |  150 | 50 | 7,500 | 3,750,000 | | | |
2 | Corazón | 84.04 | 315 | 50 | 15,750 | | 3,150,000 | | |
3 | Filtro | 63.6 | 15 | 50 | 750 | | | 225,000 | |
4 |Enrocamiento | 75.28 | 150 | 50 | 7,500 | | | | 3000,000 |
TOTAL | | 297.51 | 630 | 50 | 31,500 | | | | 10,125,000 |

PROCEDIMIENTOS
PRIMER ENROCAMIENTO:
A (16,30) B (0,0) C (10,0)AB=(0-16)2+(0-30)2=256+900=1156=34
BC=(10-0)2+(0-0)2=100+0=100=10
CA=(16-10)2+30-02=36+900=936=30.59
P=34+1O+30.59=74.59 m.
Área
12163000100 1630 121630001001630
A=120+0+300-0-0-0= 12300=3002=150 m2

CORAZÓN DE LA PRESA
A (10,0) B (13,0) C (16-4) D (20-4) E (24,0) F (26,0) G (19,30) H (16,30)
AB(13-10)2+(0-0)2= 9+0=9=3BC(16-13)2+(-4-0)2=9+16=25=5
CD(20-16)2+(-4--4)2=16+0=16=4
DE(24-20)2+(0--4)2= 16+16= 32=5.65
EF(26-24)2+(0-0)2=4+0=4=2
FG(19-26)2+(30-0)2= 49+900=949=30.80
GH(16-19)2+(30-30)2=9+0=9=3HA(10-162+(30-0)2= 36+900= 936=30.59
P= 3+5+4+5.65+2+30.80+3+30.59 = 84.04m
ÁREA:
1210013016-4 20-424026019301630100 1210013016-4 20-424026019301630100

A=0+-52+-64+0+0+780+570+0-300-480-0-0--96-(-80)-0-0)=630 A=12630=6302=315m2

FILTRO
A (26,0) B (27,0) C (20,30) D (19,30)
AB(27-26)2+(O-0)2=1+0=1=1
BC(20-27)2+(30-0)2=49+900=949=30.80
CD(19-20)2+(30-30)2= 1+0=1=1
DA(26-19)2+(30-0)2=49+900=949=30.80
P=1+30.80+1+30.80=63.6m
1226027020301930260 12260270203019302600+810+600+0-780-570-0-0 A=12=60=602=15 m2

SEGUNDO ENROCAMIENTO

A (27,0) B (37,0) C (20,30)
AB(37-27)2+(0-0)2=100+0=100=10
BC(20-37)2+(30-0)2=289+900=1189=34.48
CA(27-20)2+(0-30)2=49+900=949=30.80...