analisis matricial de porticos.docx
TRANSCRIPT
METRADO DE CARGASPORTICO EJE A
1-3 piso AulasCM
Viga0.34 0.5 2.4 = 0.408
tnf/m
Losa0.30
2.215 = 0.6645
tnf/m
Muro0.25 2.7 1.9 = 1.2825
tnf/m
Piso terminado
0.10
2.215 = 0.2215
tnf/m
Pcm = 2.5765
tnf/m x Piso
1.4 1.7
CV Wu4.548
5tnf/m
Cv0.25
2.215 =
0.55375
tnf/m
Pcv =0.5537
5tnf/m x Piso
4 piso AulasCM
Viga0.34 0.5 2.4 = 0.408
tnf/m
Losa 0.32.21
5 = 0.6645tnf/m
Piso terminado 0.1
2.215 = 0.2215
tnf/m
Pcm = 1.294
tnf/m x Piso
1.4 1.7
CV Wu2.188
2tnf/m
cv0.10
2.215 = 0.2215
tnf/m
Pcv = 0.2215tnf/m x Piso
Pasadiso
1 - 3 pisoCM
Viga 0.34 0.5 2.4 = 0.408 tnf/m Parapeto Pcm 0.25 1.15 2.061.9 = 1.13 tnf
Losa 0.3 2.215 = 0.6645 tnf/m xPiso
Piso terminado 0.1 2.215 = 0.2215 tnf/mPcm = 1.294 tnf/m x Piso
c/parapeto 1.834 tnf/m 1.4 1.7CV Wu 4.0738 tnf/mcv 0.4 2.215 = 0.886 tnf/m
Pcv = 0.886 tnf/m x Piso
4 pisoPcm = 1.294 tnf/m
Wu 2.1882 tnf/mCVcv 0.1 2.215 Pcv = 0.2215 tnf/m
BARRA 1
BARRA 1 Columna
E 2,173,707 Tn/m2
A 0.1972 m2
I 0.005528 m4
L 3.20 m
Angulo 90.00
0 -1 0 0 0 0
1 0 0 0 0 0
[B]T 0 0 1 0 0 0
0 0 0 0 -1 0
0 0 0 1 0 0
0 0 0 0 0 1.
133955 0 0 -133955 0 0
0 4401 7041 0-
4401 7041
[K local]= 0 7041 15021 0-
7041 7510
-133955 0 0 133955 0 0
0-
4401 -7041 0 4401 -7041
0 7041 7510 0-
7041 15021
0 1 0 0 0 0
-1 0 0 0 0 0
[B] = 0 0 1 0 0 0
0 0 0 0 1 0
0 0 0 -1 0 0
0 0 0 0 0 1
K global = {BT} * {K local} * {B}
1 2 3 4 5 61
4401 0 -7041-
4401 0 -7041
2 0 133955 0 0 -133955 0
K global = 3 -7041 0 15021 7041 0 7510
4 -4401 0 7041 4401 0 7041
5 0 -133955 0 0 133955 0
6 -7041 0 7510 7041 0 15021
FUERZAS Y MOMENTOS INTERNOS
1 0.000
2 0.757
{Ffp} 3 0.000
Coord. Local 4 0.000
5 0.757
6 0.000
{Ff} = [B]T {Ff}
1 -0.757
2 0.000
{Ffp} 3 0.000Coord. Global 4 -0.757
5 0.000
6 0.000
1 0.000000
2 0.000000
{Up} = 3 0.000000
4 0.000619
5 -0.000591
6 -0.000796
{P} = [k] [B] {u} + {Ff}
{P} = [k] [B] {u} + {Ff}
79.11 1 Tn
-2.12 2 Tn
{P}1 = -1.62 3 Tn m
-79.11 4 Tn
3.64 5 Tn
-7.60 6 Tn m
BARRA 2
BARRA N 2 Columna
E 2,173,707 Tn/m2
A 0.1972 m2
I 0.005528 m4
L 3.20 m
angulo 90.00 grados sexag.
0 -1 0 0 0 0
1 0 0 0 0 0
[B]T 0 0 1 0 0 0
0 0 0 0 -1 0
0 0 0 1 0 0
0 0 0 0 0 1
133955 0 0 -133955 0 0
0 4401 7041 0 -4401 7041
[K local] = 0 7041 15021 0 -7041 7510
-133955 0 0 133955 0 0
0 -4401 -7041 0 4401 -7041
0 7041 7510 0 -7041 15021
0 1 0 0 0 0
-1 0 0 0 0 0[B] 0 0 1 0 0 0
0 0 0 0 1 0
0 0 0 -1 0 0
0 0 0 0 0 1
K global = {BT} * {K local} * {B}
4 5 6 7 8 9
4 4401 0 -7041 -4401 0 -7041
5 0 133955 0 0 -133955 0K
global 6 -7041 01502
1 7041 0 7510
7 -4401 0 7041 4401 0 7041
8 0 -133955 0 0 133955 0
9 -7041 0 7510 7041 0 15021
FUERZAS Y MOMENTOS INTERNOS
4 0.000
5 0.757
{Ffp} 6 0.000
Coord. Local 7 0.000
8 0.757
9 0.000
{Ff} = [B]T {Ff}
4 -0.757
5 0.000
{Ffp} 6 0.000Coord. Global 7 -0.757
8 0.000
9 0.000
4 0.000619
5 -0.000591
{Up} = 6 -0.000796
7 0.002997
8 -0.001058
9 -0.001338
{P} = [k] [B] {u} + {Ff}
{P} = [k] [B] {u} + {Ff}
62.62 1 Tn
-3.80 2 Tn
{P}2 = -5.25 3 Tn m
-62.62 4 Tn
5.31 5 Tn
-9.32 6 Tn m
BARRA 3
BARRA N 3 Columna
E 2,173,707 Tn/m2
A 0.1972 m2
I 0.005528 m4
L 3.20 m
angulo 90.00
0 -1 0 0 0 0
1 0 0 0 0 0
[B]T 0 0 1 0 0 0
0 0 0 0 -1 0
0 0 0 1 0 0
0 0 0 0 0 1
133955 0 0 -133955 0 0
0 4401 7041 0-
4401 7041
[K local] 0 7041 15021 0-
7041 7510
-133955 0 0 133955 0 0
0-
4401 -7041 0 4401 -7041
0 7041 7510 0-
7041 15021
0 1 0 0 0 0
-1 0 0 0 0 0[B] 0 0 1 0 0 0
0 0 0 0 1 0
0 0 0 -1 0 0
0 0 0 0 0 1
K global = {BT} * {K local} * {B}
7 8 9 10 11 12
7 4401 0 -7041 -4401 0 -7041
8 0 133955 0 0 -133955 0K
global 9-
7041 01502
1 7041 0 7510
10-
4401 0 7041 4401 0 7041
11 0 -133955 0 0 133955 0
12-
7041 0 7510 7041 0 15021
FUERZAS Y MOMENTOS INTERNOS
7 0.000
8 0.757
{Ffp} 9 0.000
Coord. Local 10 0.000
11 0.757
12 0.000
{Ff} = [B]T {Ff}
7 -0.757
8 0.000
{Ffp} 9 0.000
Coord. Global 10 -0.757
11 0.000
12 0.000
7 0.002997
8 -0.001058{Up} = 9 -0.001338
10 0.006694
11 -0.001397
12 -0.001419
{P} = [k] [B] {u} + {Ff}
{P} = [k] [B] {u} + {Ff}
45.45 1 Tn
-2.39 2 Tn
{P}3 = -4.72 3 Tn m
-45.45 4 Tn
3.90 5 Tn
-5.33 6 Tn m
BARRA 4
BARRA N 4 Columna
E 2,173,707 Tn/m2
A 0.1972 m2
I 0.005528 m4
L 3.20 m
angulo 90.00 grados sexag.
0 -1 0 0 0 0
1 0 0 0 0 0
[B]T 0 0 1 0 0 0
0 0 0 0 -1 0
0 0 0 1 0 0
0 0 0 0 0 1
133955 0 0 -133955 0 0
0 4401 7041 0-
4401 7041
[K local] 0 7041 15021 0-
7041 7510
-133955 0 0 133955 0 0
0 - -7041 0 4401 -7041
4401
0 7041 7510 0-
7041 15021
0 1 0 0 0 0
-1 0 0 0 0 0[B] 0 0 1 0 0 0
0 0 0 0 1 0
0 0 0 -1 0 0
0 0 0 0 0 1
K global = {BT} * {K local} * {B}
10 11 12 13 14 15
10 4401 0 -7041 -4401 0 -7041
11 0 133955 0 0 -133955 0K
global 12-
7041 01502
1 7041 0 7510
13-
4401 0 7041 4401 0 7041
14 0 -133955 0 0 133955 0
15-
7041 0 7510 7041 0 15021
FUERZAS Y MOMENTOS INTERNOS
10 0.000
11 0.757
{Ffp} 12 0.000
Coord. Local 13 0.000
14 0.757
15 0.000
{Ff} = [B]T {Ff}
10 -0.757
11 0.000
{Ffp} 12 0.000
Coord. Global 13 -0.757
14 0.000
15 0.000
10 0.006694
11 -0.001397{Up} = 12 -0.001419
13 0.009935
14 -0.001559
15 -0.002286
{P} = [k] [B] {u} + {Ff}
{P} = [k] [B] {u} + {Ff}
21.64 1 Tn
-11.07 2 Tn
{P}4 = -15.67 3 Tn m
-21.64 4 Tn
12.58 5 Tn
-22.17 6 Tn m
BARRA 5
BARRA N 5 Columna
E 2,173,707 Tn/m2
A 0.1972 m2
I 0.005528 m4
L 3.20 m
angulo 90.00 grados sexag.
0 -1 0 0 0 0
1 0 0 0 0 0
[B]T 0 0 1 0 0 0
0 0 0 0 -1 0
0 0 0 1 0 0
0 0 0 0 0 1
133955 0 0 -133955 0 0
0 4401 7041 0-
4401 7041
[K local] 0 7041 15021 0-
7041 7510
-133955 0 0 133955 0 0
0-
4401 -7041 0 4401 -7041
0 7041 7510 0-
7041 15021
0 1 0 0 0 0
-1 0 0 0 0 0[B] 0 0 1 0 0 0
0 0 0 0 1 0
0 0 0 -1 0 0
0 0 0 0 0 1
K global = {BT} * {K local} * {B}
16 17 18 19 20 21
16 4401 0 -7041 -4401 0 -7041
17 0 133955 0 0 -133955 0K
global 18-
7041 01502
1 7041 0 7510
19-
4401 0 7041 4401 0 7041
20 0 -133955 0 0 133955 0
21-
7041 0 7510 7041 0 15021
FUERZAS Y MOMENTOS INTERNOS
16 0.000
17 0.757
{Ffp} 18 0.000
Coord. Local 19 0.000
20 0.757
21 0.000
{Ff} = [B]T {Ff}
16 -0.757
17 0.000
{Ffp} 18 0.000
Coord. Global 19 -0.757
20 0.000
21 0.000
16 0.000000
17 0.000000{Up} = 18 0.000000
19 0.000654
20 0.000712
21 -0.001724
{P} = [k] [B] {u} + {Ff}
{P} = [k] [B] {u} + {Ff}
-95.33 1 Tn
-8.50 2 Tn
{P}5 = -8.34 3 Tn m
95.33 4 Tn
10.02 5 Tn
-21.29 6 Tn m
BARRA 6
BARRA N 6 Columna
E 2,173,707 Tn/m2
A 0.1972 m2
I 0.005528 m4
L 3.20 m
angulo 90.00 grados sexag.
0 -1 0 0 0 0
1 0 0 0 0 0
[B]T 0 0 1 0 0 0
0 0 0 0 -1 0
0 0 0 1 0 0
0 0 0 0 0 1
133955 0 0 -133955 0 0
0 4401 7041 0-
4401 7041
[K local] 0 7041 15021 0-
7041 7510
-133955 0 0 133955 0 0
0-
4401 -7041 0 4401 -7041
0 7041 7510 0-
7041 15021
0 1 0 0 0 0
-1 0 0 0 0 0[B] 0 0 1 0 0 0
0 0 0 0 1 0
0 0 0 -1 0 0
0 0 0 0 0 1
K global = {BT} * {K local} * {B}
19 20 21 22 23 24
19 4401 0 -7041 -4401 0 -7041
20 0 133955 0 0 -133955 0K
global 21-
7041 01502
1 7041 0 7510
22-
4401 0 7041 4401 0 7041
23 0 -133955 0 0 133955 0
24-
7041 0 7510 7041 0 15021
FUERZAS Y MOMENTOS INTERNOS
19 0.000
20 0.757
{Ffp} 21 0.000
Coord. Local 22 0.000
23 0.757
24 0.000
{Ff} = [B]T {Ff}
19 -0.757
20 0.000
{Ffp} 21 0.000
Coord. Global 22 -0.757
23 0.000
24 0.000
19 0.000654
20 0.000712{Up} = 21 -0.001724
22 0.002967
23 -0.001770
24 -0.000799
{P} = [k] [B] {u} + {Ff}
{P} = [k] [B] {u} + {Ff}
332.41 1 Tn
-6.83 2 Tn
{P}6 = -15.61 3 Tn m
-332.41 4 Tn
8.34 5 Tn
-8.66 6 Tn m
BARRA 7
BARRA N 7 Columna
E 2,173,707 Tn/m2
A 0.1972 m2
I 0.005528 m4
L 3.20 m
angulo 90.00 grados sexag.
0 -1 0 0 0 0
1 0 0 0 0 0
[B]T 0 0 1 0 0 0
0 0 0 0 -1 0
0 0 0 1 0 0
0 0 0 0 0 1
133955 0 0 -133955 0 0
0 4401 7041 0-
4401 7041
[K local] 0 7041 15021 0-
7041 7510
-133955 0 0 133955 0 0
0-
4401 -7041 0 4401 -7041
0 7041 7510 0-
7041 15021
0 1 0 0 0 0
-1 0 0 0 0 0[B] 0 0 1 0 0 0
0 0 0 0 1 0
0 0 0 -1 0 0
0 0 0 0 0 1
K global = {BT} * {K local} * {B}
22 23 24 25 26 27
22 4401 0 -7041 -4401 0 -7041
23 0 133955 0 0 -133955 0K
global 24-
7041 01502
1 7041 0 7510
25-
4401 0 7041 4401 0 7041
26 0 -133955 0 0 133955 0
27-
7041 0 7510 7041 0 15021
FUERZAS Y MOMENTOS INTERNOS
22 0.000
23 0.757
{Ffp} 24 0.000
Coord. Local 25 0.000
26 0.757
27 0.000
{Ff} = [B]T {Ff}
22 -0.757
23 0.000
{Ffp} 24 0.000
Coord. Global 25 -0.757
26 0.000
27 0.000
22 0.002967
23 -0.001770{Up} = 24 -0.000799
25 0.006879
26 -0.002277
27 -0.001200
{P} = [k] [B] {u} + {Ff}
{P} = [k] [B] {u} + {Ff}
67.92 1 Tn
3.90 2 Tn
{P}7 = 6.53 3 Tn m
-67.92 4 Tn
-2.39 5 Tn
3.52 6 Tn m
BARRA 8
BARRA N 8 Columna
E 2,173,707 Tn/m2
A 0.1972 m2
I 0.005528 m4
L 3.20 m
angulo 90.00 grados sexag.
0 -1 0 0 0 0
1 0 0 0 0 0
[B]T 0 0 1 0 0 0
0 0 0 0 -1 0
0 0 0 1 0 0
0 0 0 0 0 1
133955 0 0 -133955 0 0
0 4401 7041 0-
4401 7041
[K local] 0 7041 15021 0-
7041 7510
-133955 0 0 133955 0 0
0-
4401 -7041 0 4401 -7041
0 7041 7510 0-
7041 15021
0 1 0 0 0 0
-1 0 0 0 0 0[B] 0 0 1 0 0 0
0 0 0 0 1 0
0 0 0 -1 0 0
0 0 0 0 0 1
K global = {BT} * {K local} * {B}
25 26 27 28 29 30
25 4401 0 -7041 -4401 0 -7041
26 0 133955 0 0 -133955 0K
global 27-
7041 01502
1 7041 0 7510
28-
4401 0 7041 4401 0 7041
29 0 -133955 0 0 133955 0
30-
7041 0 7510 7041 0 15021
FUERZAS Y MOMENTOS INTERNOS
25 0.000
26 0.757
{Ffp} 27 0.000
Coord. Local 28 0.000
29 0.757
30 0.000
{Ff} = [B]T {Ff}
25 -0.757
26 0.000
{Ffp} 27 0.000
Coord. Global 28 -0.757
29 0.000
30 0.000
25 0.006879
26 -0.002277{Up} = 27 -0.001200
28 0.009683
29 -0.002449
30 0.001126
{P} = [k] [B] {u} + {Ff}
{P} = [k] [B] {u} + {Ff}
23.04 1 Tn
12.58 2 Tn
{P}8 = 10.18 3 Tn m
-23.04 4 Tn
-11.07 5 Tn
27.65 6 Tn m
BARRA 9
BARRA N 9 Viga
E 2,173,707 Tn/m2
A 0.1700 m2
I 0.003542 m4
L 7.86 m
angulo 0.00 grados sexag.
1 0 0 0 0 0
0 1 0 0 0 0
[B]T 0 0 1 0 0 0
0 0 0 1 0 0
0 0 0 0 1 0
0 0 0 0 0 1
47014 0 0-
47014 0 0
0 190 748 0 -190 748[K
local] 0 748 3918 0 -748 1959
-47014 0 0 47014 0 0
0-
190 -748 0 190 -748
0 748 1959 0 -748 3918
1 0 0 0 0 0
0 1 0 0 0 0
[B] 0 0 1 0 0 0
0 0 0 1 0 0
0 0 0 0 1 0
0 0 0 0 0 1
4 5 6 19 20 21
4 47014 0 0-
47014 0 0
5 0 190 748 0 -190 748K
global 6 0 748 3918 0 -748 1959
19-
47014 0 0 47014 0 0
20 0 -190 -748 0 190 -748
21 0 748 1959 0 -748 3918
FUERZAS Y MOMENTOS INTERNOS
4 0.000
5 15.518
{Ffp} 6 20.315
Coord. Local 19 0.000
20 15.518
21 -20.315
{Ff} = [B]T {Ff}
4 0.000
5 15.518
{Ffp} 6 20.315
Coord. Global 19 0.000
20 15.518
21 -20.315
4 0.000619
5 -0.000591{Up} = 6 -0.000796
19 0.000654
20 0.000712
21 -0.001724
{P} = [k] [B] {u} + {Ff}
{P} = [k] [B] {u} + {Ff}
-1.67 1 Tn
13.39 2 Tn
{P}9 = 12.85 3 Tn m
1.67 4 Tn
17.65 5 Tn
-29.60 6 Tn m
BARRA 10
BARRA N 10 Viga
E 2,173,707 Tn/m2
A 0.1700 m2
I 0.003542 m4
L 7.86 m
angulo 0.00 grados sexag.
1 0 0 0 0 0
0 1 0 0 0 0
[B]T 0 0 1 0 0 0
0 0 0 1 0 0
0 0 0 0 1 0
0 0 0 0 0 1
47014 0 0-
47014 0 0
0 190 748 0 -190 748[K
local] 0 748 3918 0 -748 1959
-47014 0 0 47014 0 0
0-
190 -748 0 190 -748
0 748 1959 0 -748 3918
1 0 0 0 0 0
0 1 0 0 0 0
[B] 0 0 1 0 0 0
0 0 0 1 0 0
0 0 0 0 1 0
0 0 0 0 0 1
K global = {BT} * {K local} * {B}
7 8 9 22 23 24
7 47014 0 0-
47014 0 0
8 0 190 748 0 -190 748K
global 9 0 748 3918 0 -748 1959
22-
47014 0 0 47014 0 0
23 0 -190 -748 0 190 -748
24 0 748 1959 0 -748 3918
FUERZAS Y MOMENTOS INTERNOS
7 0.000
8 15.518
{Ffp} 9 20.315
Coord. Local 22 0.000
23 15.518
24 -20.315
{Ff} = [B]T {Ff}
7 0.000
8 15.518
{Ffp} 9 20.315
Coord. Global 22 0.000
23 15.518
24 -20.315
7 0.002997
8 -0.001058{Up} = 9 -0.001338
22 0.002967
23 -0.001770
24 -0.000799
{P} = [k] [B] {u} + {Ff}
{P} = [k] [B] {u} + {Ff}
1.41 1 Tn
14.06 2 Tn
{P}10 = 14.04 3 Tn m
-1.41 4 Tn
16.98 5 Tn
-25.53 6 Tn m
BARRA 11
BARRA N 11 Viga
E 2,173,707 Tn/m2
A 0.1700 m2
I 0.003542 m4
L 7.86 m
angulo 0.00 grados sexag.
1 0 0 0 0 0
0 1 0 0 0 0
[B]T 0 0 1 0 0 0
0 0 0 1 0 0
0 0 0 0 1 0
0 0 0 0 0 1
47014 0 0-
47014 0 0
0 190 748 0 -190 748[K
local] 0 748 3918 0 -748 1959
-47014 0 0 47014 0 0
0-
190 -748 0 190 -748
0 748 1959 0 -748 3918
1 0 0 0 0 0
0 1 0 0 0 0
[B] 0 0 1 0 0 0
0 0 0 1 0 0
0 0 0 0 1 0
0 0 0 0 0 1
K global = {BT} * {K local} * {B}
10 11 12 25 26 27
10 47014 0 0-
47014 0 0
11 0 190 748 0 -190 748K
global 12 0 748 3918 0 -748 1959
25-
47014 0 0 47014 0 0
26 0 -190 -748 0 190 -748
27 0 748 1959 0 -748 3918
FUERZAS Y MOMENTOS INTERNOS
10 0.000
11 21.582
{Ffp} 12 28.254
Coord. Local 25 0.000
26 21.582
27 -28.254
{Ff} = [B]T {Ff}
10 0.000
11 21.582
{Ffp} 12 28.254
Coord. Global 25 0.000
26 21.582
27 -28.254
10 0.006694
11 -0.001397{Up} = 12 -0.001419
25 0.006879
26 -0.002277
27 -0.001200
{P} = [k] [B] {u} + {Ff}
{P} = [k] [B] {u} + {Ff}
-8.68 1 Tn
19.79 2 Tn
{P}11 = 21.00 3 Tn m
8.68 4 Tn
23.37 5 Tn
-35.08 6 Tn m
BARRA 12
BARRA N 12 Viga
E 2,173,707 Tn/m2
A 0.1700 m2
I 0.003542 m4
L 7.86 m
angulo 0.00 grados sexag.
1 0 0 0 0 0
0 1 0 0 0 0
[B]T 0 0 1 0 0 0
0 0 0 1 0 0
0 0 0 0 1 0
0 0 0 0 0 1
47014 0 0 -47014 0 0
0 190 748 0 -190 748
[K local] 0 748391
8 0 -748 1959
-47014 0 0 47014 0 0
0 -190 -748 0 190 -748
0 748195
9 0 -748 3918
1 0 0 0 0 0
0 1 0 0 0 0
[B] 0 0 1 0 0 0
0 0 0 1 0 0
0 0 0 0 1 0
0 0 0 0 0 1
K global = {BT} * {K local} * {B}
13 14 15 28 29 30
13 47014 0 0-
47014 0 0
14 0 190 748 0 -190 748K
global 15 0 748 3918 0 -748 1959
28-
47014 0 0 47014 0 0
29 0 -190 -748 0 190 -748
30 0 748 1959 0 -748 3918
FUERZAS Y MOMENTOS INTERNOS
13 0.000
14 21.582
{Ffp} 15 28.254
Coord. Local 28 0.000
29 21.582
30 -28.254
{Ff} = [B]T {Ff}
13 0.000
14 21.582
{Ffp} 15 28.254
Coord. Global 28 0.000
29 21.582
30 -28.254
13 0.009935
14 -0.001559{Up} = 15 -0.002286
28 0.009683
29 -0.002449
30 0.001126
{P} = [k] [B] {u} + {Ff}
{P} = [k] [B] {u} + {Ff}
11.82 1 Tn
20.88 2 Tn
{P}12 = 22.17 3 Tn m
-11.82 4 Tn
22.28 5 Tn
-27.65 6 Tn m
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
26
27
28
29
30
1 4401 0 -7041 -4401
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4 5 6 7 8 9 10 11 12 13 14 15 19 20 21 22 23 24 25 26 27 28 29 30
4 55815 0 0 -4401 0 -7041 0 0 0 0 0 0 -47014 0 0 0 0 0 0 0 0 0 0 0
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7 -4401 0 7041 55815 0 0 -4401 0 -7041 0 0 0 0 0 0 -47014 0 0 0 0 0 0 0 0
8 0 -133955 0 0 268100 748 0 -133955 0 0 0 0 0 0 0 0 -190 748 0 0 0 0 0 0
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[Kpp]
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inv[Kpp]
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27
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28
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29
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30
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4
4 0
5 17.032
6 20.315
7 0
[Ffp] =
8 17.032
9 20.315
10 0
11 23.096
12 28.254
13 0
14 22.339
15 28.254
19 0
20 17.032
21 -20.315
22 0
23 17.032
24 -20.315
25 0
26 23.096
27 -28.254
28 0
29 22.339
30 -28.254
4 0
5 -1.596
6 0
7 0
[Fnp] =
8 -1.596
9 0
10 0
11 -2.505
12 0
13 0
14 0
15 0
19 0
20 -15.031
21 -14.71
22 0
23 -15.031
24 -14.71
25 0
26 -19.997
27 -21.372
28 0
29 0
30 0
4 0
5 -18.628
6 -20.315
7 0
[Fnp]-[Ffp] =
8 -18.628
9 -20.315
10 0
11 -25.601
12 -28.254
13 0
14 -22.339
15 -28.254
19 0
20 -32.063
21 5.605
22 0
23 -32.063
24 5.605
25 0
26 -43.093
27 6.882
28 0
29 -22.339
30 28.254
4 0.0006187
5 -0.000591
6 -0.000796
7 0.002997
[Up] =
8 -0.001058
9 -0.001338
10 0.0066939
11 -0.001397
12 -0.001419
13 0.0099347
14 -0.001559
15 -0.002286
19 0.0006543
20 0.0007117
21 -0.001724
22 0.002967
23 -0.00177
24 -0.000799
25 0.0068786
26 -0.002277
27 -0.0012
28 0.0096832
29 -0.002449
30 0.0011262
1 0.000000
2 0.000000
3 0.000000
4 0.000619
[U] =
5 -0.000591
6 -0.000796
7 0.002997
8 -0.001058
9 -0.001338
10 0.006694
11 -0.001397
12 -0.001419
13 0.009935
14 -0.001559
15 -0.002286
16 0.000000
17 0.000000
18 0.000000
19 0.000654
20 0.000712
21 -0.001724
22 0.002967
23 -0.001770
24 -0.000799
25 0.006879
26 -0.002277
27 -0.001200
28 0.009683
29 -0.002449
30 0.001126
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
1 4401 0 -7041 -4401 0 -7041 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2 0 133955 0 0-
133955 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
3-
7041 01502
1 7041 0 7510 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4-
4401 0 7041 55815 0 0 -4401 0 -7041 0 0 0 0 0 0 0 0 0-
47014 0 0 0 0 0 0 0 0 0 0 0
5 0-
133955 0 0 268100 748 0-
133955 0 0 0 0 0 0 0 0 0 0 0 -190 748 0 0 0 0 0 0 0 0 0
6-
7041 0 7510 0 7483395
9 7041 0 7510 0 0 0 0 0 0 0 0 0 0 -748 1959 0 0 0 0 0 0 0 0 0
7 0 0 0 -4401 0 7041 55815 0 0 -4401 0 -7041 0 0 0 0 0 0 0 0 0-
47014 0 0 0 0 0 0 0 0
8 0 0 0 0-
133955 0 0 268100 748 0-
133955 0 0 0 0 0 0 0 0 0 0 0 -190 748 0 0 0 0 0 0
9 0 0 0 -7041 0 7510 0 7483395
9 7041 0 7510 0 0 0 0 0 0 0 0 0 0 -748 1959 0 0 0 0 0 0
10 0 0 0 0 0 0 -4401 0 7041 55815 0 0 -4401 0 -7041 0 0 0 0 0 0 0 0 0-
47014 0 0 0 0 0
[Kpp
11 0 0 0 0 0 0 0-
133955 0 0 268100 748 0-
133955 0 0 0 0 0 0 0 0 0 0 0 -190 748 0 0 0
12 0 0 0 0 0 0 -7041 0 7510 0 7483395
9 7041 0 7510 0 0 0 0 0 0 0 0 0 0 -748 1959 0 0 0
13 0 0 0 0 0 0 0 0 0 -4401 0 7041 51415 0 7041 0 0 0 0 0 0 0 0 0 0 0 0-
47014 0 0
14 0 0 0 0 0 0 0 0 0 0-
133955 0 0 134145 748 0 0 0 0 0 0 0 0 0 0 0 0 0 -190 748
15 0 0 0 0 0 0 0 0 0 -7041 0 7510 7041 7481893
9 0 0 0 0 0 0 0 0 0 0 0 0 0 -748 1959
16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4401 4401 -7041 -4401 0 0 0 0 0 0 0 0 0 0 0
17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-
133955-
133955 0 0 0 0 0 0 0 0 0
18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-
7041-
70411502
1 7041 0 0 0 0 0 0 0 0 0 0 0
19 0 0 0-
47014 0 0 0 0 0 0 0 0 0 0 0-
4401-
4401 7041 55815 0 0 -4401 0 -7041 0 0 0 0 0 0
20 0 0 0 0 -190 -748 0 0 0 0 0 0 0 0 0 0 0 0 0 268100 267162 0-
133955 0 0 0 0 0 0 0
21 0 0 0 0 748 1959 0 0 0 0 0 0 0 0 0-
7041-
7041 7510 0 -748 3918 7041 0 7510 0 0 0 0 0 0
22 0 0 0 0 0 0-
47014 0 0 0 0 0 0 0 0 0 0 0 -4401 0 0 55815 0 0 -4401 0 -7041 0 0 0
23 0 0 0 0 0 0 0 -190 -748 0 0 0 0 0 0 0 0 0 0-
133955-
133955 0 268100 -748 0-
133955 0 0 0 0
24 0 0 0 0 0 0 0 748 1959 0 0 0 0 0 0 0 0 0 -7041 0 0 0 -7483395
9 7041 0 7510 0 0 0
25 0 0 0 0 0 0 0 0 0-
47014 0 0 0 0 0 0 0 0 0 0 0 -4401 0 7041 55815 0 0 -4401 0 -7041
26 0 0 0 0 0 0 0 0 0 0 -190 -748 0 0 0 0 0 0 0 0 0 0-
133955 0 0 268100 -748 0-
133955 0
27 0 0 0 0 0 0 0 0 0 0 748 1959 0 0 0 0 0 0 0 0 0 -7041 0 7510 0 -7483395
9 7041 0 7510
28 0 0 0 0 0 0 0 0 0 0 0 0-
47014 0 0 0 0 0 0 0 0 0 0 0 -4401 0 7041 51415 0 7041
29 0 0 0 0 0 0 0 0 0 0 0 0 0 -190 -748 0 0 0 0 0 0 0 0 0 0-
133955 0 0 134145 -748
30 0 0 0 0 0 0 0 0 0 0 0 0 0 748 1959 0 0 0 0 0 0 0 0 0 -7041 0 7510 7041 -7481893
9
REACCIONES
1 0.000000
2 0.000000
3 0.000000
4 0.000619
5 -0.000591
6 -0.000796
7 0.002997
8 -0.001058
9 -0.001338
10 0.006694
11 -0.001397
12 -0.001419
[U] =
13 0.009935
14 -0.001559
15 -0.002286
16 0.000000
17 0.000000
18 0.000000
19 0.000654
20 0.000712
21 -0.001724
22 0.002967
23 -0.001770
24 -0.000799
25 0.006879
26 -0.002277
27 -0.001200
28 0.009683
29 -0.002449
30 0.001126
1 2.88
2 79.11
3 -1.62
4 0.00
5 -18.63
6 -20.32
7 0.00
8 -18.63
9 -20.32
10 0.00
11 -25.60
12 -28.25
[F] =
13 0.00
14 -22.34
15 -28.25
reacciones 16 -2.88
17 135.64
18 4.61
19 0.00
20 -32.06
21 5.61
22 0.00
23 -32.06
24 5.61
25 0.00
26 -43.09
27 6.88
28 0.00
29 -22.34
30 28.25