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COLUMNA E (tn/m)= 2173707
25 X 25
I 5(I/L) Σ KC (t/m)
0.0003255 0.0005425 0.0005425
VIGA
30 X 50
I L2 (m) 2(I/L1) (I/L2) Σ KV (t/m)
0.003125 4.15 0.0011682 0.001506 0.0026742
POR LA FORMULA DE WILBUR
h1 (m) D1 (m-2
) K1 (t/m)
3 24324.721 1429.7925
COLUMNA E (tn/m)= 2173707
25 X 25
I 4(I/L) Σ KC (t/m)
0.0003255 0.000434 0.000434
VIGA
30 X 50
I L2 (m) 2(I/L1) (I/L2) Σ KV (t/m)
0.003125 4.15 0.0011682 0.001506 0.0026742
POR LA FORMULA DE WILBUR
h1 (m) h3 (m) D1 (m-2
) K1 (t/m)
3 0 30983.492 1122.5108
RIGIDEZ EN LOS PORTICOS A , B y C
CALCULO DEL CENTRO DE RIGIDEZ
PRIMER PISO
L (m)
3
L1 (m)
5.35
L1 (m)
5.35
h2 (m)
3
h2 (m)
3
SEGUNDO PISO
L (m)
3
COLUMNA E (tn/m)= 2173707
25 X 25
I 4(I/L) Σ KC (t/m)
0.0003255 0.000434 0.000434
VIGA
30 X 50
I L2 (m) 2(I/L1) (I/L2) Σ KV (t/m)
0.003125 4.15 0.0011682 0.001506 0.0026742
POR LA FORMULA DE WILBUR
h1 (m) h3 (m) D1 (m-2
) K1 (t/m)
3 0 30983.492 1122.5108
COLUMNA E (tn/m)= 2173707
25 X 25
I 4(I/L) Σ KC (t/m)
0.0003255 0.000434 0.000434
VIGA
30 X 50
I L2 (m) 2(I/L1) (I/L2) Σ KV (t/m)
0.003125 4.15 0.0011682 0.001506 0.0026742
POR LA FORMULA DE WILBUR
h1 (m) h3 (m) D1 (m-2
) K1 (t/m)
3 0 30983.492 1122.5108
TERCER PISO
L (m)
3
L1 (m)
5.35
3
CUARTO PISO
L (m)
3
L1 (m)
5.35
h2 (m)
3
h2 (m)
COLUMNA E (tn/m)= 2173707
25 X 25
I 4(I/L) Σ KC (t/m)
0.0003255 0.000434 0.000434
VIGA
30 X 50
I L2 (m) 2(I/L1) (I/L2) Σ KV (t/m)
0.003125 4.15 0.0011682 0.001506 0.0026742
POR LA FORMULA DE WILBUR
h1 (m) h3 (m) D1 (m-2
) K1 (t/m)
3 0 30983.492 1122.5108
COLUMNA E (tn/m)= 2173707
30 X 30
I 4(I/L) Σ KC (t/m)
0.000675 0.0009 0.0009
VIGA
30 X 45
I L2 (m) 2(I/L1) (I/L2) Σ KV (t/m)
0.0022781 4.15 0.0008516 0.0010979 0.0019495
POR LA FORMULA DE WILBUR
h1 (m) h3 (m) D1 (m-2
) K1 (t/m)
3 0 17835.823 1949.9691
QUINTO PISO
L (m)
3
L1 (m)
5.35
h2 (m)
3
SEXTO PISO
L (m)
3
L1 (m)
5.35
h2 (m)
3
COLUMNA E (tn/m)= 2173707
25 X 25
I 3(I/L) Σ KC (t/m)
0.0003255 0.0003255 0.0003255
VIGA
30 X 40
I 1(I/L1) Σ KV (t/m)
0.0016 0.0004 0.0004
POR LA FORMULA DE WILBUR
h1 (m) D1 (m-2
) K1 (t/m)
3 50911.353 683.13455
COLUMNA E (tn/m)= 2173707
25 X 25
I 3(I/L) Σ KC (t/m)
0.0003255 0.0003255 0.0003255
VIGA
30 X 40
I 1(I/L1) Σ KV (t/m)
0.0016 0.0004 0.0004
POR LA FORMULA DE WILBUR
h1 (m) h3 (m) D1 (m-2
) K1 (t/m)
3 0 58411.353 595.42028
RIGIDEZ EN LOS PORTICOS 1 , 2 , 3 , 4 y 5
SEGUNDO PISO
L (m)
3
L1 (m)
4
L (m)
3
L1 (m)
4
h2 (m)
3
PRIMER PISO
h2 (m)
3
COLUMNA E (tn/m)= 2173707
25 X 25
I 3(I/L) Σ KC (t/m)
0.0003255 0.0003255 0.0003255
VIGA
30 X 40
I 1(I/L1) Σ KV (t/m)
0.0016 0.0004 0.0004
POR LA FORMULA DE WILBUR
h1 (m) h3 (m) D1 (m-2
) K1 (t/m)
3 0 58411.353 595.42028
COLUMNA E (tn/m)= 2173707
25 X 25
I 3(I/L) Σ KC (t/m)
0.0003255 0.0003255 0.0003255
VIGA
30 X 40
I 1(I/L1) Σ KV (t/m)
0.0016 0.0004 0.0004
POR LA FORMULA DE WILBUR
h1 (m) h3 (m) D1 (m-2
) K1 (t/m)
3 0 58411.353 595.42028
h2 (m)
3
CUARTO PISO
L1 (m)
L (m)
3
L1 (m)
TERCER PISO
L (m)
3
4
4
h2 (m)
3
COLUMNA E (tn/m)= 2173707
30 X 30
I 3(I/L) Σ KC (t/m)
0.000675 0.000675 0.000675
VIGA
30 X 30
I 1(I/L1) Σ KV (t/m)
0.000675 0.0001688 0.0001688
POR LA FORMULA DE WILBUR
h1 (m) h3 (m) D1 (m-2
) K1 (t/m)
3 0 62222.222 558.9531
COLUMNA E (tn/m)= 2173707
30 X 30
I 3(I/L) Σ KC (t/m)
0.000675 0.000675 0.000675
VIGA
30 X 30
I 1(I/L1) Σ KV (t/m)
0.000675 0.0001688 0.0001688
POR LA FORMULA DE WILBUR
h1 (m) h3 (m) D1 (m-2
) K1 (t/m)
3 0 62222.222 558.9531
QUINTO PISO
L (m)
3
L1 (m)
4
h2 (m)
3
L (m)
3
L1 (m)
4
h2 (m)
3
SEXTO PISO
1er. NIVEL 2do. NIVEL 3er. NIVEL
PORTICO PORTICO PORTICO
A 1429.79 A 1122.51 A 1122.51
B 1429.79 B 1122.51 B 1122.51
C 1429.79 C 1122.51 C 1122.51
ΣKX 4289.38 ΣKX 3367.53 ΣKX 3367.53
1 683.13 1 595.42 1 595.42
2 683.13 2 595.42 2 595.42
3 683.13 3 595.42 3 595.42
4 683.13 4 595.42 4 595.42
5 683.13 5 595.42 5 595.42
ΣKY 3415.67 ΣKY 2977.10 ΣKY 2977.10
4do. NIVEL 5to. NIVEL 5to. NIVEL
PORTICO PORTICO PORTICO
A 1122.51 A 1122.51 A 1949.97
B 1122.51 B 1122.51 B 1949.97
C 1122.51 C 1122.51 C 1949.97
ΣKX 3367.53 ΣKX 3367.53 ΣKX 5849.91
1 595.42 1 558.95 1 558.95
2 595.42 2 558.95 2 558.95
3 595.42 3 558.95 3 558.95
4 595.42 4 558.95 4 558.95
5 595.42 5 558.95 5 558.95
ΣKY 2977.10 ΣKY 2794.77 ΣKY 2794.77
CENTRO DE RIGIDEZ
USANDO LA FORMULA:
PRIMER NIVEL
PORTICO KPY KPY . X PORTICO KPX y(m) KPX . Y
A 1429.79 214.46888 1 683.13 3.125 2134.7955
B 1429.79 5897.8942 2 683.13 6.875 4696.55
C 1429.79 11223.871 3 683.13 11.025 7531.5584
4 683.13 16.375 11186.328
5 683.13 19.875 13577.299
TOTAL 4289.38 17336.23 TOTAL 3415.67 TOTAL 39126.5
XCR = 4.04
YCR = 11.46
K1 (t/m)K1 (t/m) K2 (t/m)
x(m)
K2 (t/m)
RIGIDECES DE LOS PORTICOS EN LA DIRECION DE X y Y DE TODOS LOS NIVELES
K2 (t/m) K2 (t/m)
0.15
4.13
7.85
TOTAL
SEGUNDO NIVEL
PORTICO KPY KPY . X PORTICO KPX y(m) KPX . Y
A 1122.51 168.38 1 595.42 3.125 1860.6884
B 1122.51 4630.36 2 595.42 6.875 4093.51
C 1122.51 8811.71 3 595.42 11.025 6564.51
4 595.42 16.375 9750.01
5 595.42 19.875 11833.98
TOTAL 3367.53 13610.44 TOTAL 2977.10 TOTAL 34102.70
XCR = 4.04
YCR = 11.46
TERCER NIVEL
PORTICO KPY KPY . X PORTICO KPX y(m) KPX . Y
A 1122.51 168.38 1 595.42 3.125 1860.6884
B 1122.51 4630.36 2 595.42 6.875 4093.51
C 1122.51 8811.71 3 595.42 11.025 6564.51
4 595.42 16.375 9750.01
5 595.42 19.875 11833.98
TOTAL 3367.53 13610.44 TOTAL 2977.10 TOTAL 34102.70
XCR = 4.04
YCR = 11.46
CUARTO NIVEL
PORTICO KPY KPY . X PORTICO KPX y(m) KPX . Y
A 1122.51 168.38 1 595.42 3.125 1860.6884
B 1122.51 4630.36 2 595.42 6.875 4093.51
C 1122.51 8811.71 3 595.42 11.025 6564.51
4 595.42 16.375 9750.01
5 595.42 19.875 11833.98
TOTAL 3367.53 13610.44 TOTAL 2977.10 TOTAL 34102.70
XCR = 4.04
YCR = 11.46
QUINTO NIVEL
PORTICO KPY KPY . X PORTICO KPX y(m) KPX . Y
A 1122.51 168.38 1 558.95 3.125 1746.7284
B 1122.51 4630.36 2 558.95 6.875 3842.80
C 1122.51 8811.71 3 558.95 11.025 6162.46
4 558.95 16.375 9152.86
5 558.95 19.875 11109.19
TOTAL 3367.53 13610.44 TOTAL 2794.77 TOTAL 32014.04
XCR = 4.04
YCR = 11.46
x(m)
0.15
4.13
7.85
TOTAL
x(m)
0.15
4.13
7.85
4.13
7.85
0.15
TOTAL
x(m)
0.15
4.13
7.85
TOTAL
TOTAL
x(m)
SEXTO NIVEL
PORTICO KPY KPY . X PORTICO KPX y(m) KPX . Y
A 1949.97 292.50 1 558.95 3.125 1746.7284
B 1949.97 8043.62 2 558.95 6.875 3842.80
C 1949.97 15307.26 3 558.95 11.025 6162.46
4 558.95 16.375 9152.86
5 558.95 19.875 11109.19
TOTAL 5849.91 23643.38 TOTAL 2794.77 TOTAL 32014.04
XCR = 4.04
YCR = 11.46
NIVEL XCR YCR
1 4.042 11.455
2 4.042 11.455
3 4.042 11.455
4 4.042 11.455
5 4.042 11.455
6 4.042 11.455
RESUMEN DE CENTRO DE RIGIDECES
x(m)
0.15
4.13
7.85
TOTAL
