Azolves

AZOLVES
ϒAZ= 1,752 Kgm3
Haz= 30.4 m
Ø= 36˚

ϒAZ’= 1,752 Kgm3 - 1000(1-0.9)
ϒAZ’= 1,652 Kgm3

EAZ= 1,652 Kgm3 (30.4m)(tg245°-362)
EAZ= 13.03813 ton.

Hp= 90%= 0.9
Y= 1/3 hAZ
Y=10.13333 m.SISMO DE LA ESTRUCTURA
ϒconcreto= 2,374Kgm3
a= 2950 m/seg2
g= 9.81 m/seg2

ϒh= 2.95/9.81= 0.3007
ϒv= 0.1503

A1 = 86.3(26.807)/2 = 3314.22205 m2
A2 = 6(92)= 552 m2
A3 = 62.2(8.064)/2 =270.9504 m2
AT = 4137.17245 m2

Pm = 9821.647396 ton

ESEH = 0.3007 (Pm) = 2953.369372 ton.
ESEV = 0.1503 (Pm) = 1426.193604 ton.

CENTROIDES
dx1 = 51.2046 dy1 = 28.76666
dx2 = 79.807 dy2= 46
dx3 = 85.495 dy3 = 22.4

x=dx1A1+dx2A2+dx3A3AT = 57.2671 m.
y=dy1A1+dy2A2+dy3A3AT = 30.64904 m.

SISMO EN EL AGUA.

hA = 89.2
ϒA = 1000 kg/m3
T = 1min.

AA1 = 61.2(8.064)/2 =270.9504 m2
AA2 = 8.064(22) = 177.408 m2
AAT = 448.3584 m2.

PA = 448.3584 ton.

LT = 8171-0.775[89.2100]2 = 1,319.52745
ESAH = 0.667 (t (0.3007) (89.2)32(89.2)12
ESAH = 2,105.75286 ton.
ESAV =0.1503 (pa)
ESAV = 67.38826 ton

Dax1 = 88.183 m
Dax2 = 89.839 m

X=87.6512 m
Y=04 hA
Y=35.68 m

EMPUJE DEL AGUA

hA = 89.2m
ϒA= 1000 kg/m3
EA = 3,978.32 ton
Y=1/3 hA
Y=29.733332 m.SUB-PRESIONES

SP1 = 10.264(49.2)(1000)(1) = 504.9888 ton.
SP2 = 80.607 (49.2)/2[1000*1] = 1982.9322 ton.
SP3 = (10.264(40) / 2) (1000)(1) = 205.28 ton.

X1=85.739 m.
X2=53.738 m.
X3=87.449m.

| FUERZA (ton) | DISTANCIA (m) | MOMENTO (ton*m) |
WE | -9,821.647396 | 57.26701 | -562,456.3196 |
WA | -448.3584 | 87.6512 | -34,299.15179 |
ESEV | 1476.193664 | 57.26701 | 84,537.19388|
ESAV | 67.38826 | 81.6512 | 5,906.661855 |
SP1 | 504.9888 | 85.739 | 43,297.23472 |
SP2 | 1,982.9322 | 53.738 | 106,558.8106 |
SP3 | 205.28 | 87.449 | 17,951.53072 |
∑ | -6,033.223 | |-343,504.0996 |

| FUERZA (ton) | DISTANCIA (m) | MOMENTO (ton*m) |
ESEH | 2,953.369672 | 30.64904 | 90,511.93602 |
ESAV | 67.38826 | 35.68 | 2,404.413111 |
EH | 3,978.32 | 29.7333 |...