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Analisis por el metodo de Kani, y sus diagramas

K= 4

229.91 T n/m 229.91 T n/m L

G K= 0.830 H IK= 1.07

3 m

K= 1.333 K= 1.333 K= 1.333

266.540 T n/m 266.540 T n/m

D K= 0.830 E F

K= 1.07

K= 1.333 K= 1.333 K= 1.333 3 m

A B C

4.82 m 3.73 m

445.113 -0.192-0.128

-178445.113 -445.113

EI

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-0.308 -65.967 28.314 -0.

G -105.987 -75.184 23.988 H

-120.795 -74.910 23.527

-120.355 -74.809 23.476

-120.193 -74.792 23.470

-277.55 -120.167 -74.790 23.469

-78.677 -120.163 319.00 -472.97 26.963

-78.671 -319.00 26.958

-78.639 91.63 26.942

-78.573 27.096

-81.469 27.705

-101.206 D 23.738

-0.191

-0.119 -0.091

-0.

516.030 516.030 -516.030 -207

-0.191 -62.991 14.775 -0.

-101.206 -50.707 17.244

-81.469 -48.904 16.864

-78.573 -48.945 16.769

-78.639 -48.966 16.779

-78.671 -48.969 16.782

-78.677 434.87 -531.44

-157.35

-78.68 26.96

A B

Calculo de momentos en la losa de azotea

319.00 -472.97 370.59 -149.48

MDG=M

GH= M

HG=

MGD

=

MEH

=

MDE

= MED

=

MDA

=

MAD

= MBE

=

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VI 554.08 554.08 428.78 428.78

VH -31.94 31.94 59.28 -59.28

522.14 586.03 488.06 369.50

522.14 ton 488.06 ton

VX 592.91 ton-m 2.55m 518.04ton-m 1.61 m

2.27m 746.87 ton-m 2.12m 296.93

369.50

586.03 ton

319.00 472.97 370.59

Mx

-273.91 -147.45

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.554-0.166 -0.223

-266.560266.560 -266.560

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06 36.587 38.976 -0.277

45.490 30.998 42.906 I 48.460

38.541 30.403 43.360 53.347

37.801 30.336 43.378 53.911

37.718 30.328 43.376 53.933

37.708 30.327 43.376 53.930

37.708 370.59 -149.48 41.618 53.931

102.38 41.619 149.48

137.17 41.601

41.615

43.055

E 55.099 F

46

-0.117 -0.143

-0.178

.002 309.029 -309.029 -309.029

46 19.092 44.316 -0.178

23.738 22.283 34.629 55.099

27.705 21.793 33.470 43.055

27.096 21.669 33.460 41.615

26.942 21.682 33.474 41.601

26.958 21.686 33.473 41.619

26.963 385.87 -220.40 41.618

53.93 83.24

41.62

C

Calculo de momentos en la losa de entrepiso

434.87 -531.44 385.87

MHI

= MIH

=

MHE

= MIF

=

MFI

=

MEF

= MFE

=

MEB

= MFC

=

MCF

=

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VI 642.36 642.36 497.1

VH -20.03 20.03 44.36

622.33 662.39 541.46

622.33 ton 541.46 ton

VX 726.52ton-m 2.49m 549.97

ton-m 2.33m 823.08 ton-m 2.03

ton

662.39 ton

434.87 531.44 385.87

149.48

Mx

-291.64

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-220.40

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497.1

-44.36

452.73

ton-m 1.70m

m 384.50 ton-m

452.73 ton

220.40

-164.10