correccion por torcion cm, cr, exr-exa.xlsx
TRANSCRIPT
1.-CÁLCULO DE CENTRO DE MASAS
PRIMER ENTREPISONº AREA (m2) X (m) Y (m) Area x X Area x YA1 30.00 3.00 2.50 90.00 75.00A2 30.00 9.00 2.50 270.00 75.00A3 30.00 15.00 2.50 450.00 75.00A4 30.00 21.00 2.50 630.00 75.00A5 30.00 27.00 2.50 810.00 75.00A6 21.00 3.00 6.75 63.00 141.75A7 21.00 9.00 6.75 189.00 141.75A8 21.00 15.00 6.75 315.00 141.75A9 21.00 21.00 6.75 441.00 141.75
A10 21.00 27.00 6.75 567.00 141.75A11 30.00 3.00 11.00 90.00 330.00A12 30.00 9.00 11.00 270.00 330.00A13 30.00 15.00 11.00 450.00 330.00A14 30.00 21.00 11.00 630.00 330.00A15 30.00 27.00 11.00 810.00 330.00
SUMA 405.00 6075.00 2733.75
Xm= 15.00 m -9.00 1.92Ym= 6.75 m -6.00 3.28
SEGUNDO ENTREPISONº AREA (m2) X (m) Y (m) Area x X Area x YA1 30.00 3.00 2.50 90.00 75.00A2 30.00 9.00 2.50 270.00 75.00A3 30.00 15.00 2.50 450.00 75.00A4 30.00 21.00 2.50 630.00 75.00A5 30.00 27.00 2.50 810.00 75.00A6 21.00 3.00 6.75 63.00 141.75A7 21.00 9.00 6.75 189.00 141.75A8 21.00 15.00 6.75 315.00 141.75A9 21.00 21.00 6.75 441.00 141.75
A10 21.00 27.00 6.75 567.00 141.75A11 30.00 3.00 11.00 90.00 330.00A12 30.00 9.00 11.00 270.00 330.00A13 30.00 15.00 11.00 450.00 330.00A14 30.00 21.00 11.00 630.00 330.00A15 30.00 27.00 11.00 810.00 330.00
SUMA 405.00 6075.00 2733.75
Xm= 15.00 m -9.00 1.92Ym= 6.75 m -6.00 3.28
CÁLCULO FUERZAS APLICADAS A EDIFICO PARA MODELADO ETABS
TERCER ENTREPISONº AREA (m2) X (m) Y (m) Area x X Area x YA1 30.00 3.00 2.50 90.00 75.00A2 30.00 9.00 2.50 270.00 75.00A3 30.00 15.00 2.50 450.00 75.00A4 30.00 21.00 2.50 630.00 75.00A5 30.00 27.00 2.50 810.00 75.00A6 21.00 3.00 6.75 63.00 141.75A7 21.00 9.00 6.75 189.00 141.75A8 21.00 15.00 6.75 315.00 141.75A9 21.00 21.00 6.75 441.00 141.75
A10 21.00 27.00 6.75 567.00 141.75A11 30.00 3.00 11.00 90.00 330.00A12 30.00 9.00 11.00 270.00 330.00A13 30.00 15.00 11.00 450.00 330.00A14 30.00 21.00 11.00 630.00 330.00A15 30.00 27.00 11.00 810.00 330.00
SUMA 405.00 6075.00 2733.75
Xm= 15.00 m -9.00 1.92Ym= 6.75 m -6.00 3.28
CUARTO ENTREPISONº AREA (m2) X (m) Y (m) Area x X Area x YA1 30.00 3.00 2.50 90.00 75.00A2 30.00 9.00 2.50 270.00 75.00A3 30.00 15.00 2.50 450.00 75.00A4 30.00 21.00 2.50 630.00 75.00A5 30.00 27.00 2.50 810.00 75.00A6 21.00 3.00 6.75 63.00 141.75A7 21.00 9.00 6.75 189.00 141.75A8 21.00 15.00 6.75 315.00 141.75A9 21.00 21.00 6.75 441.00 141.75
A10 21.00 27.00 6.75 567.00 141.75A11 30.00 3.00 11.00 90.00 330.00A12 30.00 9.00 11.00 270.00 330.00A13 30.00 15.00 11.00 450.00 330.00A14 30.00 21.00 11.00 630.00 330.00A15 30.00 27.00 11.00 810.00 330.00
SUMA 405.00 6075.00 2733.75
Xm= 15.00 m -9.00 1.92Ym= 6.75 m -6.00 3.28
QUINTO ENTREPISONº AREA (m2) X (m) Y (m) Area x X Area x YA1 30.00 3.00 2.50 90.00 75.00A2 30.00 9.00 2.50 270.00 75.00A3 30.00 15.00 2.50 450.00 75.00A4 30.00 21.00 2.50 630.00 75.00A5 30.00 27.00 2.50 810.00 75.00A6 21.00 3.00 6.75 63.00 141.75A7 21.00 9.00 6.75 189.00 141.75A8 21.00 15.00 6.75 315.00 141.75A9 21.00 21.00 6.75 441.00 141.75
A10 21.00 27.00 6.75 567.00 141.75A11 30.00 3.00 11.00 90.00 330.00A12 30.00 9.00 11.00 270.00 330.00A13 30.00 15.00 11.00 450.00 330.00A14 30.00 21.00 11.00 630.00 330.00A15 30.00 27.00 11.00 810.00 330.00
SUMA 405.00 6075.00 2733.75
Xm= 15.00 m -9.00 1.92Ym= 6.75 m -6.00 3.28
SEXTO ENTREPISONº AREA (m2) X (m) Y (m) Area x X Area x YA1 30.00 3.00 2.50 90.00 75.00A2 30.00 9.00 2.50 270.00 75.00A3 30.00 15.00 2.50 450.00 75.00A4 30.00 21.00 2.50 630.00 75.00A5 30.00 27.00 2.50 810.00 75.00A6 21.00 3.00 6.75 63.00 141.75A7 21.00 9.00 6.75 189.00 141.75A8 21.00 15.00 6.75 315.00 141.75A9 21.00 21.00 6.75 441.00 141.75
A10 21.00 27.00 6.75 567.00 141.75A11 30.00 3.00 11.00 90.00 330.00A12 30.00 9.00 11.00 270.00 330.00A13 30.00 15.00 11.00 450.00 330.00A14 30.00 21.00 11.00 630.00 330.00A15 30.00 27.00 11.00 810.00 330.00
SUMA 405.00 6075.00 2733.75
Xm= 15.00 m -9.00 1.92Ym= 6.75 m -6.00 3.28
SÉPTIMO ENTREPISONº AREA (m2) X (m) Y (m) Area x X Area x YA1 30.00 3.00 2.50 90.00 75.00A2 30.00 9.00 2.50 270.00 75.00A3 30.00 15.00 2.50 450.00 75.00A4 30.00 21.00 2.50 630.00 75.00A5 30.00 27.00 2.50 810.00 75.00A6 21.00 3.00 6.75 63.00 141.75A7 21.00 9.00 6.75 189.00 141.75A8 21.00 15.00 6.75 315.00 141.75A9 21.00 21.00 6.75 441.00 141.75
A10 21.00 27.00 6.75 567.00 141.75A11 30.00 3.00 11.00 90.00 330.00A12 30.00 9.00 11.00 270.00 330.00A13 30.00 15.00 11.00 450.00 330.00A14 30.00 21.00 11.00 630.00 330.00A15 30.00 27.00 11.00 810.00 330.00
SUMA 405.00 6075.00 2733.75
Xm= 15.00 m -9.00 1.92Ym= 6.75 m -6.00 3.28
OCTAVO ENTREPISONº AREA (m2) X (m) Y (m) Area x X Area x YA1 30.00 3.00 2.50 90.00 75.00A2 30.00 9.00 2.50 270.00 75.00A3 30.00 15.00 2.50 450.00 75.00A4 30.00 21.00 2.50 630.00 75.00A5 30.00 27.00 2.50 810.00 75.00A6 21.00 3.00 6.75 63.00 141.75A7 21.00 9.00 6.75 189.00 141.75A8 21.00 15.00 6.75 315.00 141.75A9 21.00 21.00 6.75 441.00 141.75
A10 21.00 27.00 6.75 567.00 141.75A11 30.00 3.00 11.00 90.00 330.00A12 30.00 9.00 11.00 270.00 330.00A13 30.00 15.00 11.00 450.00 330.00A14 30.00 21.00 11.00 630.00 330.00A15 30.00 27.00 11.00 810.00 330.00
SUMA 405.00 6075.00 2733.75
Xm= 15.00 m -9.00 1.92Ym= 6.75 m -6.00 3.28
RESUMEN
1 2 3 4 5 6 7 8X 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00Y 6.75 6.75 6.75 6.75 6.75 6.75 6.75 6.75
FACULTAD DE INGENIERIA CIVIL
INGENIERIA ANTISIMICA
RIGIDEZ LATERAL POR CADA PÓRTICO
PÓRTICO EN EL EJE X - X
PORTICO 1 - 1
EJE (EN TON/CM)A B C D E F KL portico
PRIMER PISO 5.64 6.31 6.31 6.31 6.31 5.64 36.55SEGUNDO PISO 3.96 5.42 5.42 5.42 5.42 3.96 29.60TERCER PISO 3.96 5.42 5.42 5.42 5.42 3.96 29.60CUARTO PISO 3.96 5.42 5.42 5.42 5.42 3.96 29.60QUINTO PISO 3.96 5.42 5.42 5.42 5.42 3.96 29.60SEXTO PISO 3.96 5.42 5.42 5.42 5.42 3.96 29.60SEPTIMO PISO 3.96 5.42 5.42 5.42 5.42 3.96 29.60OCTAVO PISO 5.50 7.59 7.59 7.59 7.59 5.50 41.36
PORTICO 2 - 2
EJE (EN TON/CM)A B C D E F KL portico
PRIMER PISO 6.67 6.53 6.53 6.53 6.53 6.67 39.47SEGUNDO PISO 6.20 5.90 5.90 5.90 5.90 6.20 36.00TERCER PISO 6.20 5.90 5.90 5.90 5.90 6.20 36.00CUARTO PISO 6.20 5.90 5.90 5.90 5.90 6.20 36.00QUINTO PISO 6.20 5.90 5.90 5.90 5.90 6.20 36.00SEXTO PISO 6.20 5.90 5.90 5.90 5.90 6.20 36.00SEPTIMO PISO 6.20 5.90 5.90 5.90 5.90 6.20 36.00OCTAVO PISO 8.72 8.28 8.28 8.28 8.28 8.72 50.57
PORTICO 3 - 3
EJE (EN TON/CM)A B C D E F KL portico
PRIMER PISO 6.67 6.53 6.53 6.53 6.53 6.67 39.47SEGUNDO PISO 6.20 5.90 5.90 5.90 5.90 6.20 36.00TERCER PISO 6.20 5.90 5.90 5.90 5.90 6.20 36.00CUARTO PISO 6.20 5.90 5.90 5.90 5.90 6.20 36.00QUINTO PISO 6.20 5.90 5.90 5.90 5.90 6.20 36.00SEXTO PISO 6.20 5.90 5.90 5.90 5.90 6.20 36.00SEPTIMO PISO 6.20 5.90 5.90 5.90 5.90 6.20 36.00OCTAVO PISO 8.72 8.28 8.28 8.28 8.28 8.72 50.57
FACULTAD DE INGENIERIA CIVIL
INGENIERIA ANTISIMICA
PORTICO 4 - 4
EJE (EN TON/CM)A B C D E F KL portico
PRIMER PISO 5.64 6.31 6.31 6.31 6.31 5.64 36.55SEGUNDO PISO 3.96 5.42 5.42 5.42 5.42 3.96 29.60TERCER PISO 3.96 5.42 5.42 5.42 5.42 3.96 29.60CUARTO PISO 3.96 5.42 5.42 5.42 5.42 3.96 29.60QUINTO PISO 3.96 5.42 5.42 5.42 5.42 3.96 29.60SEXTO PISO 3.96 5.42 5.42 5.42 5.42 3.96 29.60SEPTIMO PISO 3.96 5.42 5.42 5.42 5.42 3.96 29.60OCTAVO PISO 5.50 8.28 8.28 8.28 8.28 5.50 44.14
PÓRTICO EN EL EJE Y - Y
PORTICO A - A
EJE (EN TON/CM)1.00 2.00 3.00 4.00 KL portico
PRIMER PISO 5.95 7.93 7.93 5.95 27.75SEGUNDO PISO 4.62 9.06 9.06 4.62 27.37TERCER PISO 4.62 9.06 9.06 4.62 27.37CUARTO PISO 4.62 9.06 9.06 4.62 27.37QUINTO PISO 4.62 9.06 9.06 4.62 27.37SEXTO PISO 4.62 9.06 9.06 4.62 27.37SEPTIMO PISO 4.62 9.06 9.06 4.62 27.37OCTAVO PISO 6.44 12.94 12.94 6.44 38.77
PORTICO B - BEJE (EN TON/CM)
1.00 2.00 3.00 4.00 KL porticoPRIMER PISO 7.46 8.49 8.49 7.46 31.91SEGUNDO PISO 4.84 7.06 7.06 4.84 23.80TERCER PISO 4.84 7.06 7.06 4.84 23.80CUARTO PISO 4.84 7.06 7.06 4.84 23.80QUINTO PISO 4.84 7.06 7.06 4.84 23.80SEXTO PISO 4.84 7.06 7.06 4.84 23.80SEPTIMO PISO 4.84 7.06 7.06 4.84 23.80OCTAVO PISO 6.71 9.87 9.87 6.71 33.17
FACULTAD DE INGENIERIA CIVIL
INGENIERIA ANTISIMICA
PORTICO C - CEJE (EN TON/CM)
1.00 2.00 3.00 4.00 KL porticoPRIMER PISO 7.46 8.49 8.49 7.46 31.91SEGUNDO PISO 4.84 7.06 7.06 4.84 23.80TERCER PISO 4.84 7.06 7.06 4.84 23.80CUARTO PISO 4.84 7.06 7.06 4.84 23.80QUINTO PISO 4.84 7.06 7.06 4.84 23.80SEXTO PISO 4.84 7.06 7.06 4.84 23.80SEPTIMO PISO 4.84 7.06 7.06 4.84 23.80OCTAVO PISO 6.71 9.87 9.87 6.71 33.17
PORTICO D - D
EJE (EN TON/CM)1.00 2.00 3.00 4.00 KL portico
PRIMER PISO 7.46 8.49 8.49 7.46 31.91SEGUNDO PISO 4.84 7.06 7.06 4.84 23.80TERCER PISO 4.84 7.06 7.06 4.84 23.80CUARTO PISO 4.84 7.06 7.06 4.84 23.80QUINTO PISO 4.84 7.06 7.06 4.84 23.80SEXTO PISO 4.84 7.06 7.06 4.84 23.80SEPTIMO PISO 4.84 7.06 7.06 4.84 23.80OCTAVO PISO 6.71 9.87 9.87 6.71 33.17
PORTICO E - E
EJE (EN TON/CM)1.00 2.00 3.00 4.00 KL portico
PRIMER PISO 7.46 8.49 8.49 7.46 31.91SEGUNDO PISO 4.84 7.06 7.06 4.84 23.80TERCER PISO 4.84 7.06 7.06 4.84 23.80CUARTO PISO 4.84 7.06 7.06 4.84 23.80QUINTO PISO 4.84 7.06 7.06 4.84 23.80SEXTO PISO 4.84 7.06 7.06 4.84 23.80SEPTIMO PISO 4.84 7.06 7.06 4.84 23.80OCTAVO PISO 6.71 9.87 9.87 6.71 33.17
FACULTAD DE INGENIERIA CIVIL
INGENIERIA ANTISIMICA
PORTICO F - F
EJE (EN TON/CM)1.00 2.00 3.00 4.00 KL portico
PRIMER PISO 5.95 7.93 7.93 5.95 27.75SEGUNDO PISO 4.62 9.06 9.06 4.62 27.37TERCER PISO 4.62 9.06 9.06 4.62 27.37CUARTO PISO 4.62 9.06 9.06 4.62 27.37QUINTO PISO 4.62 9.06 9.06 4.62 27.37SEXTO PISO 4.62 9.06 9.06 4.62 27.37SEPTIMO PISO 4.62 9.06 9.06 4.62 27.37OCTAVO PISO 6.44 12.94 12.94 6.44 38.77
CENTRO DE RIGIDEZ
PRIMER PISO Yk Xk
DIST (m) DIST*RIG Yk (m) DIST. (m) RIG(t/cm) DIST*RIG Xk (m)
5.00 39.47 197.34 8.89 6 31.91 191.46 17.688.50 39.47 335.48 12 31.91 382.92
13.50 36.55 493.36 18 31.91 574.3924 31.91 765.8530 27.75 832.57
SUMA 115.48 1026.18 155.39 2747.19
SEGUNDO PISO Yk Xk
DIST (m) DIST*RIG Yk (m) DIST. (m) RIG(t/cm) DIST*RIG Xk (m)
5.00 36.00 180.02 8.72 6 23.80 142.81 18.358.50 36.00 306.03 12 23.80 285.63
13.50 29.60 399.62 18 23.80 428.4424 23.80 571.2630 27.37 821.06
SUMA 101.61 885.67 122.58 2249.21
RIG(t/cm)
RIG(t/cm)
FACULTAD DE INGENIERIA CIVIL
INGENIERIA ANTISIMICA
TERCER PISO Yk Xk
DIST (m) DIST*RIG Yk (m) DIST. (m) RIG(t/cm) DIST*RIG Xk (m)
5.00 36.00 180.02 8.72 6 23.80 142.81 18.358.50 36.00 306.03 12 23.80 285.63
13.50 29.60 399.62 18 23.80 428.4424 23.80 571.2630 27.37 821.06
SUMA 101.61 885.67 122.58 2249.21
CUARTO PISO Yk Xk
DIST (m) DIST*RIG Yk (m) DIST. (m) RIG(t/cm) DIST*RIG Xk (m)
5.00 36.00 180.02 8.72 6 23.80 142.81 18.358.50 36.00 306.03 12 23.80 285.63
13.50 29.60 399.62 18 23.80 428.4424 23.80 571.2630 27.37 821.06
SUMA 101.61 885.67 122.58 2249.21
QUINTO PISO Yk Xk
DIST (m) DIST*RIG Yk (m) DIST. (m) RIG(t/cm) DIST*RIG Xk (m)
5.00 36.00 180.02 8.72 6 23.80 142.81 18.358.50 36.00 306.03 12 23.80 285.63
13.50 29.60 399.62 18 23.80 428.4424 23.80 571.2630 27.37 821.06
SUMA 101.61 885.67 122.58 2249.21
RIG(t/cm)
RIG(t/cm)
RIG(t/cm)
FACULTAD DE INGENIERIA CIVIL
INGENIERIA ANTISIMICA
SEXTO PISO Yk Xk
DIST (m) DIST*RIG Yk (m) DIST. (m) RIG(t/cm) DIST*RIG Xk (m)
5.00 36.00 180.02 8.72 6 23.80 142.81 18.358.50 36.00 306.03 12 23.80 285.63
13.50 29.60 399.62 18 23.80 428.4424 23.80 571.2630 27.37 821.06
SUMA 101.61 885.67 122.58 2249.21
SEPTIMO PISO Yk Xk
DIST (m) DIST*RIG Yk (m) DIST. (m) RIG(t/cm) DIST*RIG Xk (m)
5.00 36.00 180.02 8.72 6 23.80 142.81 18.358.50 36.00 306.03 12 23.80 285.63
13.50 29.60 399.62 18 23.80 428.4424 23.80 571.2630 27.37 821.06
SUMA 101.61 885.67 122.58 2249.21
OCTAVO PISO Yk Xk
DIST (m) DIST*RIG Yk (m) DIST. (m) RIG(t/cm) DIST*RIG Xk (m)
5.00 50.57 252.85 8.80 6 33.17 198.99 18.398.50 50.57 429.84 12 33.17 397.99
13.50 44.14 595.94 18 33.17 596.9824 33.17 795.9830 38.77 1163.03
SUMA 145.28 1278.63 171.43 3152.97
RESUMEN
1 2 3 4 5 6 7 8X 17.68 18.35 18.35 18.35 18.35 18.35 18.35 18.39
Y 8.89 8.72 8.72 8.72 8.72 8.72 8.72 8.80
RIG(t/cm)
RIG(t/cm)
RIG(t/cm)
FACULTAD DE INGENIERIA CIVIL
INGENIERIA ANTISISMICA
RESUMEN Y CALCULO DE EXCENTRICIDAD
CENTRO DE MASASPISO 1 2 3 4 5 6 7 8
Xm (m) 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00Ym (m) 6.75 6.75 6.75 6.75 6.75 6.75 6.75 6.75
CENTRO DE RIGIDECEZPISO 1 2 3 4 5 6 7 8
Xk (m) 17.68 18.35 18.35 18.35 18.35 18.35 18.35 18.39Yk (m) 8.89 8.72 8.72 8.72 8.72 8.72 8.72 8.80
EXCENTRICIDADES
EXCENTRICIDAD REALPISO 1 2 3 4 5 6 7 8
2.68 3.35 3.35 3.35 3.35 3.35 3.35 3.39
2.14 1.97 1.97 1.97 1.97 1.97 1.97 2.05
EXCENTRICIDAD ACCIDENTALPISO 1 2 3 4 5 6 7 8
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68
ereal x (m)
ereal y (m)
eacc. x (m)
eacc. y (m)
FACULTAD DE INGENIERIA CIVIL
INGENIERIA ANTISISMICA
EXCENTRICIDAD TOTAL
Ex=ex+0.05LiEy=ey+0.05Li
PISO 1 2 3 4 5 6 7 8Lx (m) 30 30 30 30 30 30 30 30Ly (m) 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5
4.18 4.85 4.85 4.85 4.85 4.85 4.85 4.892.82 2.65 2.65 2.65 2.65 2.65 2.65 2.73
CENTRO DE RIGIDEZ (donde se aplicara la fuerza inercial)PISO 1 2 3 4 5 6 7 8
XR (m) 17.68 18.35 18.35 18.35 18.35 18.35 18.35 18.39YR (m) 8.89 8.72 8.72 8.72 8.72 8.72 8.72 8.80
Etotal x (m)Etotal y (m)