Analisis por el metodo de Kani, y sus diagramas del siguiente Marco

K= 41.076 Tn/m 0.86 Tn/m L

G K= 0.800 H IK= 1

3 mK= 1.333 K= 1.333 K= 1.333

1.764 Tn/m 1.41 Tn/m

D K= 0.800 E FK= 1

K= 1.333 K= 1.333 K= 1.333 3 m

A B C

5 m 4 m

2.242 -0.188-0.128

-1.095-0.1602.242 -2.242 1.147

EI

-0.313 -0.283 0.147-0.128

-0.213-0.160

0.183G -0.471 -0.327 0.131 H 0.244 0.163

-0.544 -0.326 0.129 0.218 0.161-0.544 -0.326 0.128 0.214 0.160-0.543 -0.326 0.128 0.214 0.160

-1.81 -0.543 -0.326 0.128 0.214 0.160

-0.633 -0.543 1.72 -2.31 0.263 0.214

-0.633 -1.72 0.263 0.69

-0.632 0.74 0.263-0.632 0.263-0.647 0.266-0.733 D 0.230 E

-0.192-0.115 -0.090

-0.149-0.1123.675 3.675 -3.675 -1.795 1.880

-0.192 -0.440 0.138 -0.149 0.172-0.733 -0.388 0.160 0.230 0.199-0.647 -0.379 0.158 0.266 0.197-0.632 -0.379 0.158 0.263 0.197-0.632 -0.380 0.158 0.263 0.197-0.633 -0.380 0.158 0.263 0.197

-0.633 3.07 -3.74 0.263

-1.27 0.53

-0.63 0.26A B

Calculo de momentos en la losa de azotea CV+CM

1.72 -2.31 1.62 -0.68

MDG=

MGH= MHG= MHI=

MGD= MHE=

MEH=

MDE= MED= MEF=

MDA= MEB=

MAD= MBE=

VI 2.69 2.69 1.72 1.72VH -0.12 0.12 0.24 -0.24

2.57 2.81 1.96 1.48

2.57 ton 1.96 ton

VX 3.07 ton-m 2.61 m 2.22 ton-m 1.73 m2.39 m 3.67 ton-m 2.27 m 1.28 ton-m

1.48 ton2.81 ton

1.72 2.31 1.620.68

Mx

-1.35 -0.60

Analisis del Marco con CM+CV+CAK= 4

1.076 Tn/m 0.86 Tn/m L5 Ton

G K= 0.800 H IK= 1

3 mK= 1.333 K= 1.333 K= 1.333

EI

1.764 Tn/m 1.41 Tn/m3 Ton

D K= 0.800 E FK= 1

K= 1.333 K= 1.333 K= 1.333 3 m

A B C

5 m 4 m

Factor de piso=k, FP=

2.242 -0.188-0.128

-1.095-0.160-5 2.242 -2.242 1.147

2.61 -0.313 -0.283 0.147 -0.213 0.1834.78 G -0.471 -0.593 -0.041 H 0.244 -0.0516.09 -0.988 -0.855 -0.226 -0.069 -0.283

6.78 -0.45 -1.425 -1.012 -0.311 4.19 -0.377 -0.3897.14 -2.984 -1.686 -1.100 -0.350 -1.337 -0.519 -0.4387.32 -2.984 -1.833 -1.147 -0.369 -1.337 -0.584 -0.4617.42 -2.984 -1.911 -1.171 -0.378 -1.337 -0.615 -0.473

MDG= MEH=

7.46 -2.984 -1.952 -1.184 -0.383 -1.337 -0.631 -0.4797.49 -2.983 -1.973 -1.190 -0.385 -1.336 -0.638 -0.4827.50 -2.983 -1.983 -1.193 -0.386 -1.336 -0.642 -0.4837.50 -2.983 -1.988 -1.195 -0.387 -1.336 -0.644 -0.4847.51 -2.982 -1.991 -1.195 -0.387 -1.335 -0.645 -0.4847.51 -2.979 -1.992 -1.196 -0.387 -1.333 -0.646 -0.4847.51 -2.975 -1.993 -1.196 -0.388 -1.330 -0.646 -0.4847.51 -2.967 -1.994 -1.196 -0.388 -1.323 -0.646 -0.4847.51 -2.950 -1.994 -1.196 -0.388 -1.309 -0.646 -0.4847.51 -2.916 -1.994 -1.196 -0.388 -1.283 -0.646 -0.484

-2.847 -1.994 -1.196 -0.388 -1.231 -0.646 -0.484

-2.706 -1.994 -0.54 -4.21 -1.135 -0.646

-2.418 0.54 -0.956 4.88-1.833 -0.596-0.733 D 0.230 E

-0.192-0.115 -0.090

-0.149-0.112-8 3.675 3.675 -3.675 -1.795 1.880

4.08 -0.192 -0.440 0.138 -0.149 0.1725.68 -0.733 -1.100 -0.358 0.230 -0.4476.41 -1.833 -1.451 -0.574 -0.596 -0.7176.77 -2.418 -1.623 -0.681 -0.956 -0.8516.95 -2.706 -1.708 -0.739 -1.135 -0.9247.04 -2.847 -1.749 -0.770 -1.231 -0.9627.08 -2.916 -1.770 -0.786 -1.283 -0.9827.10 -2.950 -1.780 -0.794 -1.309 -0.9927.11 -2.967 -1.785 -0.798 -1.323 -0.9977.12 -2.975 -1.788 -0.800 -1.330 -1.0007.12 -2.979 -1.789 -0.801 -1.333 -1.0017.12 -2.982 -1.790 -0.801 -1.335 -1.0027.13 -2.983 -1.790 -0.802 -1.336 -1.0027.13 -2.983 -1.790 -0.802 -1.336 -1.0027.13 -2.983 -1.790 -0.802 -1.336 -1.0027.13 -2.984 -1.790 -0.802 -1.337 -1.002

MGH= MHG= MHI=

MGD= MHE=

7.13 -2.984 -1.790 -0.802 -1.337 -1.003-2.984 -1.790 -0.802 -1.337 -1.003

-2.984 -0.71 -7.07 -1.337

1.16 4.45

4.14 5.79A B

Diagramas de momentos en la losa de azotea CV+CM+CA

-0.54 -4.21 -0.67 -3.32

VI 2.69 2.69 1.72 1.72VH -0.95 0.95 -1.00 1.00

1.74 3.64 0.72 2.72

1.74 ton 0.72 ton

VX 1.41 ton-m 3.38 m 0.30 ton-m 3.16 m1.62 m 6.16 ton-m 0.84 m 4.29 ton-m

2.72 ton3.64 ton

4.21 3.32-0.54 -0.67

Mx

MDE= MED= MEF=

MDA= MEB=

MAD= MBE=

-1.94 -0.97

Diagrama de Momentos en la losa de azotea en combinacion CV+CM+CA

1.72 -4.21 1.62 -3.32

VI 2.69 2.69 1.72 1.72VH -0.50 0.50 -0.43 0.43

2.19 3.19 1.29 2.15

2.19 ton 1.29 ton

VX 2.23 ton-m 2.96 m 0.97 ton-m 2.49 m2.04 m 4.73 ton-m 1.51 m 2.68 ton-m

2.15 ton3.19 ton

4.21 3.321.72 1.62

Mx

-0.51 0.65

-0.214-1.147

-1.147

0.133-0.214

-0.2860.151 I 0.1780.154 0.2020.154 0.2050.154 0.205

0.154 0.205

1.62 -0.68 0.269 0.205

0.269 0.68

0.74 0.2690.2690.2780.342 F

-0.136-0.182

-1.880 -1.8800.256 -0.1820.209 0.3420.202 0.2780.202 0.2690.202 0.2690.202 0.269

2.48 -1.28 0.269

0.54

0.27C

Calculo de momentos en la losa de entrepiso CV+CM

3.07 -3.74 2.48 -1.28

MIH=

MIF=

MFI=

MFE=

MFC=

MCF=

VI 4.41 4.41 2.82 2.82VH -0.13 0.13 0.30 -0.30

4.28 4.54 3.12 2.52

4.28 ton 3.12 ton

VX 5.18 ton-m 2.58 m 3.45 ton-m 1.79 m2.42 m 5.85 ton-m 2.21 m 2.25 ton-m

2.52 ton4.54 ton

3.07 3.74 2.481.28

Mx

-0.97-2.11

-1.5-0.5

-0.214-1.147

-1.1470.133 -0.286-0.101 I 0.178-0.406 -0.134

-0.610 2.52 -0.541-0.724 -1.932 -0.814-0.783 -1.932 -0.965-0.814 -1.932 -1.044

MFI=

-0.830 -1.932 -1.085-0.838 -1.932 -1.106-0.842 -1.932 -1.117-0.844 -1.931 -1.122-0.845 -1.930 -1.125-0.845 -1.929 -1.126-0.845 -1.925 -1.127-0.846 -1.918 -1.127-0.846 -1.904 -1.127-0.846 -1.876 -1.128-0.846 -1.820 -1.128

-0.67 -3.32 -1.702 -1.128

-1.455 3.32-0.9380.342 F

-0.136-0.182

-1.880 -1.8800.256 -0.182-0.703 0.342-1.091 -0.938-1.277 -1.455-1.365 -1.702-1.407 -1.820-1.428 -1.876-1.439 -1.904-1.444 -1.918-1.446 -1.925-1.448 -1.929-1.448 -1.930-1.449 -1.931-1.449 -1.932-1.449 -1.932-1.449 -1.932

MIH=

MIF=

-1.449 -1.932-1.449 -1.932

-1.57 -5.78 -1.932

3.26

5.19C

Calculo de momentos en la losa de entrepiso CV+CM+CA

-0.71 -7.07 -1.57 -5.78

VI 4.41 4.41 2.82 2.82VH -1.56 1.56 -1.84 1.84

2.85 5.97 0.98 4.66

2.85 ton 0.98 ton

VX 2.31 ton-m 3.38 m 0.34 ton-m 3.30 m1.62 m 10.09 ton-m 0.70 m 7.70 ton-m

4.66 ton5.97 ton

7.07 5.78

Mx

MFE=

MFC=

MCF=

-0.71 -1.57-1.92

-3.02

Calculo de momentos en la losa de entrepiso en combinacion CV+CM+CA

3.07 -7.07 2.48 -5.78

VI 4.41 4.41 2.82 2.82VH -0.80 0.80 -0.83 0.83

3.61 5.21 1.99 3.65

3.61 ton 1.99 ton

VX 3.70 ton-m 2.95 m 1.41 ton-m 2.59 m2.05 m 7.69 ton-m 1.41 m 4.71 ton-m

3.65 ton5.21 ton

7.07 5.78

3.07 2.48

Mx

1.07-0.62