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Escuela Politécnica

Facultad de Ingeni

Proyectos y Configuraci

qinf m   0.5983333

7.56

LT   12

Viga Continua de asta !" tramos Vanos

f#c

$nco

%v!

&'()

* *

l! l+

es,esor cm   35 30

M- 0 0.000 5.8475893 5.8475893

M+ 4.9226817 1.3551449

Mu- 9.639 9.639 9.9409018 9.9409018

Mu+ 8.368559 2.3037464

 As cm2 9.639 9.9409018 11.929082

8.368559 2.7644957

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V 8.4933036 -11.4942 8.8484821

Vu 14.438616 -19.54013 15.04242

ɸVc   21.107259 17.338106

PASA PASA PASA

X, MMAX 24.091791 17.588588

1.1784044 1.6816074

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 Nacional

ría Civil

n Estructural

qsu,

0.38

4

280Kg/cm2

100 cm

* *

l* l-

20 20

2.5521429 2.5521429 1.8088393 1.8088393 0

1.2761605 0.5917705

4.3386429 4.3386429 3.0750268 3.0750268 0

2.1694729 1.0060098

5.2063714 8.6772857 6.1500536 6.1500536 0

4.3389458 2.0120197

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-5.754018 5.3052679 -3.912232 2.9679464 -0.864554

-9.78183 9.0189554 -6.650795 5.0455089 -1.469741

9.7997989 9.7997989

PASA PASA PASA PASA PASA

11.762576 5.449821

1.5076193 1.820374

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