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1/5

V= 15.00 m/s

3000m

1.50 1.5

60.00 F1

F2

61.5 60 1.5

3

58.5

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2/5

HID

8.00

W2

PES

SU

49.00

W1

FUERZ

3

5 28

U1

3.00

61.5

U2

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3/5

Sv1= 36.00

Sh1= 72.00

Sv2= 87.36

Sh2= 174.72

OSTATICA SISMO

F1= 90.00 Cm= 0.7321

F2= 1800.00

Y CE

PROPIO 0 0.000 0.000

W1= 720.00 5 0.083 0.205

W2= 1747.20 10 0.167 0.314

15 0.250 0.402

PRESION 20 0.333 0.476

U1= 99.00 25 0.417 0.539

U2= 965.25 30 0.500 0.59235 0.583 0.635

DE IMPACTO 40 0.667 0.670

2 0.48 45 0.750 0.698

3 0.575 50 0.833 0.717

4 0.67 55 0.917 0.728

Hs= 0.575 60 1.000 0.732

F= 0.661

F= 191.34

M= 4728.19

Y/H

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4/5

PE (P1+P2!"/2 M

0.000 0 0 0 0

1.229 3.07 176.60 1 # $5 $3

1.885 7.78 408.67 3 # # $8

2.414 10.75 510.48 5 # # #

2.857 13.18 560.02 7 # # #

3.233 15.23 570.94 9 # # #

3.549 16.96 551.05 # # # #3.812 18.40 506.06 # # # #

4.023 19.59 440.69 # # # #

4.186 20.52 359.12 # # # #

4.301 21.22 265.20 # # # #

4.370 21.68 162.57 # # # #

4.393 21.91 54.76 # # # #

40.25 190.27 4566.18

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5/5