55

4

33

11 22

44

66

CM

Y

4.5m

4.5m

Y

X0.45m

0.25m

10 9

8 7

6

3

5

2

1

1

1

1

1

1 1

66

55

4433

2211

33

1

1

66

55

4433

2211

1

33

11

66

55

4433 33

PRIMER PISO

FIy1

M33

M51

M11

55

2211 11

4.5m

4.5m

5

3

1

4.5m

1

M31

FIx

M53

M13

MI

1M15

M35

M55

Y'

X'

5 y 65 y 63 y 43 y 4

3

2

6

1 y 21 y 2

3

2

1

X

X

Y

0.30m

0.30m

Y

X0.45m

0.25m

Z

3.00m

3.50m

5

4

1

2

135°

1

1

1

1

3

66

55

44

2211

33

11

1 1

66

55

44

22

66

55

4433

2211

66

55

44

SEGUNDO PISO

P2

α1α2

r3r2

r1

M42

55

22

4.5m

4.5m

6

4

2

M62

M22

1

FIx

FIy1

M44

P3

P1

M64

M24

MI

1M26

M46

M66

EA/L 0 0

0

0 4EI/L

EA/L 0 0

0

0 4EI/L

(-EA/L) 0 0

0

0 2EI/L

12EI/L3 6EI/L2

6EI/L2

12EI/L3 (-6EI/L2)

(-6EI/L2)

(-12EI/L3) 6EI/L2

(-6EI/L2)

10 9

8 7

4

6 5

3

4

]_ 2=[� 1�

]_ 4=[� 3�

1

1

1

1

66

55

44

22

1

66

55

33

11

66

55

4433

2211

vv

α rPórtico 1 0° 1.531Pórtico 2 90° 1.531Pórtico 3 135° 1.01682

d 0.0532dx 0.0376dy 0.0376

1.5376m

d0.0376

1.5m

1.5376m

CM

CG

C-02C-01

C-03

Y

X

α3α1

1.5m

d

0.0376

4EI/L

2EI/L

(-EA/L) 0 0

0

0 2EI/L

EA/L 0 0

0

0 4EI/L

12EI/L3 6EI/L2 (-12EI/L3)

6EI/L2 (-6EI/L2)

(-12EI/L3) (-6EI/L2) 12EI/L3

6EI/L2 (-6EI/L2)

(-12EI/L3) (-6EI/L2)

6EI/L2

12EI/L3 6EI/L2

6EI/L2

9

7

3

5

2

1

]_ 6=[� 5�

44

22

2EI/L

4EI/L

6EI/L2

(-6EI/L2)

0 00 00 00 10 00 00 00 00 00 01 00 00 10 00 00 01 00 00 00 00 10 00 00 00 00 0

]_2[�=

]_3[�=

1 00 00 00 00 00 01 00 00 00 00 00 00 00 00 00 10 00 01 00 00 00 00 00 00 10 0

]_4[�=

]_5[�=

00000000010000000000001000

]_6[�=

]_7[�=

0 00 00 10 00 01 00 00 00 10 00 00 00 00 01 00 00 00 00 00 10 01 00 00 00 00 0

]_8[�=

0 00 00 00 00 00 00 00 00 00 00 00 10 00 00 00 00 01 00 00 00 00 00 00 10 01 0

]_9[�=

]_10[�=

METRADO DE CARGAS:

PRIMER PISO:

Elementos b (m)C-01 2.4 0.3C-02 2.4 0.3C-03 2.4 0.3V-01 2.4 0.25V-02 2.4 0.25V-03 2.4 0.25Losa 2.4 4.5PT 0.1 4.5

0.5*S/C 0.25 4.50.5*Tabiqueria 0.1 4.5

SEGUNDO PISO:

Elementos b(m)C-01 2.4 0.3C-02 2.4 0.3C-03 2.4 0.3V-01 2.4 0.25V-02 2.4 0.25V-03 2.4 0.25Losa 2.4 4.5PT 0.1 4.5

0.25*S/C 0.1 4.50.5*Tabiqueria 0 4.5

�( ���/�^�)

�( ���/�^�)

0

0

0

0

0

1.2929300000

m1

][�=

][�=

h (m) L (m) w (ton) xi yi Wi*xi0.3 3.25 0.702 0 0 00.3 3.25 0.702 4.5 0 3.1590.3 3.25 0.702 0 4.5 0

0.45 4.5 1.215 2.25 0 2.733750.45 4.5 1.215 0 2.25 00.45 6.364 1.7183 2.25 2.25 3.8664.5 e = 0.15 3.645 1.5 1.5 5.46754.5 1.0125 1.5 1.5 1.51884.5 1.2656 1.5 1.5 1.89844.5 0.5063 1.5 1.5 0.7594

12.6836 19.4029

Xc 1.5298 m1 1.29293Yc 1.5298

h(m) L(m) w(ton) xi yi Wi*xi0.3 1.5 0.324 0 0 00.3 1.5 0.324 4.5 0 1.4580.3 1.5 0.324 0 4.5 0

0.45 4.5 1.215 2.25 0 2.733750.45 4.5 1.215 0 2.25 00.45 6.3640 1.7183 2.25 2.25 3.86614.5 e=0.15 3.645 1.5 1.5 5.46754.5 1.0125 1.5 1.5 1.518754.5 0.2531 1.5 1.5 0.37974.5 0 1.5 1.5 0

10.0309 15.4238

Xc 1.5376 m2 1.02252Yc 1.5376

0 0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0 01.02252 0 0 0 0

0 1.29293 0 0 00 0 1.02252 0 00 0 0 5.31275 00 0 0 0 3.92183

m2

m1

m2

J1

J2

Losa C-01dx 0.0298 1.5298dy 0.0298 1.5298d 0.04209 2.1634

Wi*yi Elementos b h m0 C-01 0.3 0.3 0.07160 C-02 0.3 0.3 0.0716

3.159 C-03 0.3 0.3 0.07160 V-01 0.25 4.5 0.1239

2.7338 V-02 0.25 4.5 0.12393.866 V-03 0.25 6.364 0.1752

5.4675 Losa 4.5 4.5 0.37161.5188 PT 4.5 4.5 0.10321.8984 S/C 4.5 4.5 0.12900.7594 Tabiqueria Móvil 4.5 4.5 0.051619.4029

J1

Losa C-01dx 0.0376 1.5376dy 0.0376 1.5376d 0.05322 2.1745

Wi*yi Elementos b h m0 C-01 0.3 0.3 0.03300 C-02 0.3 0.3 0.0330

1.458 C-03 0.3 0.3 0.03300 V-01 0.25 4.5 0.1239

2.73375 V-02 0.25 4.5 0.12393.8661 V-03 0.25 6.364 0.17525.4675 Losa 4.5 4.5 0.37161.51875 PT 4.5 4.5 0.10320.3797 S/C 4.5 4.5 0.0258

0 Tabiqueria Móvil 4.5 4.5 0.0000

15.42379J2

C-02 C-03 V-01 V-02 V-032.9702 1.5298 0.7202 1.5298 0.72021.5298 2.9702 1.5298 0.7202 0.72023.3410 3.3410 1.69083 1.69083 1.0186

J d m*d20.0011 2.16341 0.33490.0011 3.3410 0.79880.0011 3.3410 0.79880.2096 1.69083 0.35410.2096 1.69083 0.35410.5921 1.0186 0.18170.8360 0.04209 0.00070.2322 0.04209 0.00020.2903 0.04209 0.00020.1161 0.04209 0.0001

5.31275

C-02 C-03 V-01 V-02 V-032.9624 1.5376 0.7124 1.5376 0.71241.5376 2.9624 1.5376 0.7124 0.71243.3377 3.3377 1.69463 1.69463 1.0074

J d m*d20.0005 2.17454 0.15620.0005 3.3377 0.36790.0005 3.3377 0.36790.2096 1.69463 0.35570.2096 1.69463 0.35570.5921 1.0074 0.17780.8360 0.05322 0.00110.2322 0.05322 0.00030.0581 0.05322 0.00010.0000 0.05322 0.0000

3.92170