ejercicio potico de 2 pisos

24
= 20 y altura ℎ = 50 y el módulo de elasticidad del I.- ESQUEMA ESTRUCTURAL V.- ANALISI EN C.L V.1.- MATRIZ DE RIGIDEZ EN C.L 2.5 0 0 -2.5 0 0 0.03746594 0.01873297 0 -0.03746594 K1= 0 0.01873297 2019.470936 0 -0.01873297 -2.5 0 0 2.5 0 0 -0.03746594 -0.01873297 0 0.03746594 0 0.01873297 977.8042688 0 -0.01873297 3.33333333 0 0 -3.3333333 0 0 0.086071987 0.043035994 0 -0.08607199 K2= 0 0.043035994 2631.064163 0 -0.04303599 -3.3333333 0 0 3.33333333 0 0 -0.08607199 -0.04303599 0 0.086071987 0 0.043035994 1242.175274 0 -0.04303599

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Page 1: Ejercicio Potico de 2 Pisos

= 20 y𝑐𝑚altura = 50 y el módulo de elasticidad del concreto.ℎ 𝑐𝑚

I.- ESQUEMA ESTRUCTURAL

SECCION 1SECCION 2SECCION 3SECCION 4SECCION 5SECCION 6SECCION 7SECCION 8

III.- DETERMINACION DE EJES GLOBALES

IV.- RELACION ENTRE EJES GLOBALES Y EJES LOCALES

α1α2α3α4α5α6α7α8

V.- ANALISI EN C.L

V.1.- MATRIZ DE RIGIDEZ EN C.L

2.5 0 0 -2.5 0 00 0.0374659401 0.01873297 0 -0.03746594 0.01873297

K1= 0 0.01873297 2019.4709355 0 -0.01873297 977.804269-2.5 0 0 2.5 0 0

0 -0.03746594 -0.01873297 0 0.0374659401 -0.018732970 0.01873297 977.80426885 0 -0.01873297 1976.896

3.33333333 0 0 -3.33333333 0 00 0.0860719875 0.0430359937 0 -0.086071987 0.04303599

K2= 0 0.0430359937 2631.0641628 0 -0.043035994 1242.17527-3.33333333 0 0 3.33333333 0 0

0 -0.086071987 -0.043035994 0 0.0860719875 -0.043035990 0.0430359937 1242.1752739 0 -0.043035994 2533.25509

Page 2: Ejercicio Potico de 2 Pisos

2 0 0 -2 0 00 0.0194690265 0.0097345133 0 -0.019469027 0.009734510 0.0097345133 1633.480826 0 -0.009734513 800.147493

K3= -2 0 0 2 0 00 -0.019469027 -0.009734513 0 0.0194690265 -0.009734510 0.0097345133 800.14749263 0 -0.009734513 1611.35693

3.33333333 0 0 -3.33333333 0 00 0.0860719875 0.0430359937 0 -0.086071987 0.043035990 0.0430359937 2631.0641628 0 -0.043035994 1242.17527

K4= -3.33333333 0 0 3.33333333 0 00 -0.086071987 -0.043035994 0 0.0860719875 -0.043035990 0.0430359937 1242.1752739 0 -0.043035994 2533.25509

5.2 FUERZAS DE FIJACION EN C.L. f°

0 00 0

f° 1= 0 f° 2= 00 00 00 0

6 ANALISIS EN C.GLB.6.1 MATRIZ DE RIGIDEZ

6.125742E-17 1 0 0 0-1 6.125742E-17 0 0 0

A1= 0 0 1 0 00 0 0 6.125742E-17 10 0 0 -1 6.12574E-170 0 0 0 0

6.125742E-17 -1 0 0 01 6.125742E-17 0 0 0

AT1= 0 0 1 0 00 0 0 6.125742E-17 -10 0 0 1 6.12574E-170 0 0 0 0

Page 3: Ejercicio Potico de 2 Pisos

1.531436E-16 -0.03746594 -0.01873297 -1.53144E-16 0.037465942.5 2.295067E-18 1.14753E-18 -2.5 -2.2951E-18

AT1*K1= 0 0.01873297 2019.47094 0 -0.01873297-1.53144E-16 0.0374659401 0.01873297 1.531436E-16 -0.03746594

-2.5 -2.29507E-18 -1.1475E-18 2.5 2.29507E-180 0.01873297 977.804269 0 -0.01873297

0.0374659401 1.508485E-16 -0.01873297 -0.03746594 -1.5085E-161.508485E-16 2.5 1.14753E-18 -1.50848E-16 -2.5

K1= -0.01873297 1.147533E-18 2019.47094 0.01873297 -1.1475E-18-0.03746594 -1.50848E-16 0.01873297 0.0374659401 1.50848E-16

-1.50848E-16 -2.5 -1.1475E-18 1.508485E-16 2.5-0.01873297 1.147533E-18 977.804269 0.01873297 -1.1475E-18

6.1.1 MATRIZ DE RIGIDEZ TOTAL EMSAMBLADA

1 2 3 4 5

Page 4: Ejercicio Potico de 2 Pisos

II.- DATOS INICIALES

E= 2213594.36G=0.44E 973981.519

B H L AREA INERCIA U ф20 50 400 1000 208333.333 1.2 0.0426136420 50 300 1000 208333.333 1.2 0.0757575820 50 500 1000 208333.333 1.2 0.0272727320 50 300 1000 208333.333 1.2 0.0757575820 50 400 1000 208333.333 1.2 0.0426136420 50 500 1000 208333.333 1.2 0.0272727320 50 500 1000 208333.333 1.2 0.0272727320 50 700 1000 208333.333 1.2 0.01391466

III.- DETERMINACION DE EJES GLOBALES

IV.- RELACION ENTRE EJES GLOBALES Y EJES LOCALES

90 1.5707963390 1.57079633

0 0270 4.71238898270 4.71238898

0 00 0

270 4.71238898

2.5 0 0 -2.5 0 00 0.03746594 0.01873297 0 -0.03746594 0.018732970 0.01873297 2019.4709355 0 -0.01873297 977.804269

K5= -2.5 0 0 2.5 0 00 -0.03746594 -0.01873297 0 0.03746594 -0.018732970 0.01873297 977.80426885 0 -0.01873297 1976.896

2 0 0 -2 0 00 0.01946903 0.0097345133 0 -0.01946903 0.009734510 0.00973451 1633.480826 0 -0.00973451 800.147493

K6= -2 0 0 2 0 00 -0.01946903 -0.009734513 0 0.01946903 -0.009734510 0.00973451 800.14749263 0 -0.00973451 1611.35693

Page 5: Ejercicio Potico de 2 Pisos

2 0 0 -2 0 00 0.01946903 0.0097345133 0 -0.01946903 0.009734510 0.00973451 1633.480826 0 -0.00973451 800.147493

K7= -2 0 0 2 0 00 -0.01946903 -0.009734513 0 0.01946903 -0.009734510 0.00973451 800.14749263 0 -0.00973451 1611.35693

1.42857143 0 0 -1.42857143 0 00 0.0071886 0.0035943014 0 -0.0071886 0.00359430 0.0035943 1178.2228903 0 -0.0035943 582.984795

K8= -1.42857143 0 0 1.42857143 0 00 -0.0071886 -0.003594301 0 0.0071886 -0.00359430 0.0035943 582.98479502 0 -0.0035943 1170.05402

0 025000 0

f° 3= 3125000 f° 4= 0 f° 5=0 0

25000 0-3125000 0

P= 50000a= 250b= 250L= 500ф= 0.02727273

0 6.125742E-17 1 0 0 00 -1 6.12574E-17 0 0 00 A2= 0 0 1 0 00 0 0 0 6.12574E-17 10 0 0 0 -1 6.12574E-171 0 0 0 0 0

0 6.125742E-17 -1 0 0 00 1 6.12574E-17 0 0 00 AT2= 0 0 1 0 00 0 0 0 6.12574E-17 -10 0 0 0 1 6.12574E-171 0 0 0 0 0

Page 6: Ejercicio Potico de 2 Pisos

-0.01873297 2.041914E-16 -0.08607199 -0.04303599 -2.0419E-16 0.086071991.14753E-18 3.3333333333 5.27255E-18 2.63627E-18 -3.33333333 -5.2725E-18977.804269 AT2*K2= 0 0.04303599 2631.06416 0 -0.043035990.01873297 -2.04191E-16 0.08607199 0.04303599 2.04191E-16 -0.08607199-1.1475E-18 -3.333333333 -5.2725E-18 -2.6363E-18 3.33333333 5.27255E-18

1976.896 0 0.04303599 1242.17527 0 -0.04303599

-0.01873297 0.0860719875 1.98919E-16 -0.04303599 -0.08607199 -1.9892E-161.14753E-18 1.989189E-16 3.33333333 2.63627E-18 -1.9892E-16 -3.33333333977.804269 K2= -0.043035994 2.63627E-18 2631.06416 0.04303599 -2.6363E-180.01873297 -0.086071987 -1.9892E-16 0.04303599 0.08607199 1.98919E-16-1.1475E-18 -1.98919E-16 -3.33333333 -2.6363E-18 1.98919E-16 3.33333333

1976.896 -0.043035994 2.63627E-18 1242.17527 0.04303599 -2.6363E-18

6 7 8 9 10 11 12 13

Page 7: Ejercicio Potico de 2 Pisos

0 0 00 75000 500000 f° 6= 6250000 f° 7= 4166666.670 0 00 75000 500000 -6250000 -4166666.67

w= 300 w= 200L= 500 L= 500

0 1 0 0 0 00 0 1 0 0 00 A3= 0 0 1 0 00 0 0 0 1 00 0 0 0 0 11 0 0 0 0 0

0 1 0 0 0 00 0 1 0 0 00 AT3= 0 0 1 0 00 0 0 0 1 00 0 0 0 0 11 0 0 0 0 0

Page 8: Ejercicio Potico de 2 Pisos

-0.04303599 2 0 0 -2 02.63627E-18 0 0.01946903 0.00973451 0 -0.019469031242.17527 AT3*K3= 0 0.00973451 1633.48083 0 -0.009734510.04303599 -2 0 0 2 0-2.6363E-18 0 -0.01946903 -0.00973451 0 0.019469032533.25509 0 0.00973451 800.147493 0 -0.00973451

-0.04303599 2 0 0 -2 02.63627E-18 0 0.01946903 0.00973451 0 -0.019469031242.17527 K3= 0 0.00973451 1633.48083 0 -0.009734510.04303599 -2 0 0 2 0-2.6363E-18 0 -0.01946903 -0.00973451 0 0.019469032533.25509 0 0.00973451 800.147493 0 -0.00973451

14 15 16 17 18 19 20 21

Page 9: Ejercicio Potico de 2 Pisos

00

f° 8= 0000

0 -1.837723E-16 -1 0 0 00 1 -1.8377E-16 0 0 00 A4= 0 0 1 0 00 0 0 0 -1.8377E-16 -10 0 0 0 1 -1.8377E-161 0 0 0 0 0

0 -1.837723E-16 1 0 0 00 -1 -1.8377E-16 0 0 00 AT4= 0 0 1 0 00 0 0 0 -1.8377E-16 10 0 0 0 -1 -1.8377E-161 0 0 0 0 0

Page 10: Ejercicio Potico de 2 Pisos

0 -6.125742E-16 0.08607199 0.04303599 6.12574E-16 -0.086071990.00973451 -3.3333333333 -1.5818E-17 -7.9088E-18 3.33333333 1.58176E-17800.147493 AT4*K4= 0 0.04303599 2631.06416 0 -0.04303599

0 6.1257423E-16 -0.08607199 -0.04303599 -6.1257E-16 0.08607199-0.00973451 3.3333333333 1.58176E-17 7.90882E-18 -3.33333333 -1.5818E-171611.35693 0 0.04303599 1242.17527 0 -0.04303599

0 0.0860719875 5.96757E-16 0.04303599 -0.08607199 -5.9676E-160.00973451 5.9675658E-16 3.33333333 -7.9088E-18 -5.9676E-16 -3.33333333800.147493 K4= 0.0430359937 -7.9088E-18 2631.06416 -0.04303599 7.90882E-18

0 -0.0860719875 -5.9676E-16 -0.04303599 0.08607199 5.96757E-16-0.00973451 -5.967566E-16 -3.33333333 7.90882E-18 5.96757E-16 3.333333331611.35693 0.0430359937 -7.9088E-18 1242.17527 -0.04303599 7.90882E-18

22 23 24 25 26 27 28 29

Page 11: Ejercicio Potico de 2 Pisos

0 -1.837723E-16 -1 0 0 00 1 -1.8377E-16 0 0 00 A5= 0 0 1 0 00 0 0 0 -1.8377E-16 -10 0 0 0 1 -1.8377E-161 0 0 0 0 0

0 -1.837723E-16 1 0 0 00 -1 -1.8377E-16 0 0 00 AT5= 0 0 1 0 00 0 0 0 -1.8377E-16 10 0 0 0 -1 -1.8377E-161 0 0 0 0 0

Page 12: Ejercicio Potico de 2 Pisos

0.04303599 -4.594307E-16 0.03746594 0.01873297 4.59431E-16 -0.03746594-7.9088E-18 -2.5 -6.8852E-18 -3.4426E-18 2.5 6.8852E-181242.17527 AT5*K5= 0 0.01873297 2019.47094 0 -0.01873297

-0.04303599 4.5943067E-16 -0.03746594 -0.01873297 -4.5943E-16 0.037465947.90882E-18 2.5 6.8852E-18 3.4426E-18 -2.5 -6.8852E-182533.25509 0 0.01873297 977.804269 0 -0.01873297

0.04303599 0.0374659401 4.52545E-16 0.01873297 -0.03746594 -4.5255E-16-7.9088E-18 4.5254547E-16 2.5 -3.4426E-18 -4.5255E-16 -2.51242.17527 K5= 0.01873297 -3.4426E-18 2019.47094 -0.01873297 3.4426E-18

-0.04303599 -0.0374659401 -4.5255E-16 -0.01873297 0.03746594 4.52545E-167.90882E-18 -4.525455E-16 -2.5 3.4426E-18 4.52545E-16 2.52533.25509 0.01873297 -3.4426E-18 977.804269 -0.01873297 3.4426E-18

30 31 32 33123456789

10111213141516171819202122232425262728

Page 13: Ejercicio Potico de 2 Pisos

2930313233

Page 14: Ejercicio Potico de 2 Pisos

0 1 0 0 0 00 0 1 0 0 00 A6= 0 0 1 0 00 0 0 0 1 00 0 0 0 0 11 0 0 0 0 0

0 1 0 0 0 00 0 1 0 0 00 AT6= 0 0 1 0 00 0 0 0 1 00 0 0 0 0 11 0 0 0 0 0

Page 15: Ejercicio Potico de 2 Pisos

0.01873297 2 0 0 -2 0-3.4426E-18 0 0.01946903 0.00973451 0 -0.01946903977.804269 AT6*K6= 0 0.00973451 1633.48083 0 -0.00973451

-0.01873297 -2 0 0 2 03.4426E-18 0 -0.01946903 -0.00973451 0 0.01946903

1976.896 0 0.00973451 800.147493 0 -0.00973451

0.01873297 2 0 0 -2 0-3.4426E-18 0 0.01946903 0.00973451 0 -0.01946903977.804269 K6= 0 0.00973451 1633.48083 0 -0.00973451

-0.01873297 -2 0 0 2 03.4426E-18 0 -0.01946903 -0.00973451 0 0.01946903

1976.896 0 0.00973451 800.147493 0 -0.00973451

Page 16: Ejercicio Potico de 2 Pisos

0 1 0 0 0 00 0 1 0 0 00 A7= 0 0 1 0 00 0 0 0 1 00 0 0 0 0 11 0 0 0 0 0

0 1 0 0 0 00 0 1 0 0 00 AT7= 0 0 1 0 00 0 0 0 1 00 0 0 0 0 11 0 0 0 0 0

Page 17: Ejercicio Potico de 2 Pisos

0 2 0 0 -2 00.00973451 0 0.01946903 0.00973451 0 -0.01946903800.147493 AT7*K7= 0 0.00973451 1633.48083 0 -0.00973451

0 -2 0 0 2 0-0.00973451 0 -0.01946903 -0.00973451 0 0.019469031611.35693 0 0.00973451 800.147493 0 -0.00973451

0 2 0 0 -2 00.00973451 0 0.01946903 0.00973451 0 -0.01946903800.147493 K7= 0 0.00973451 1633.48083 0 -0.00973451

0 -2 0 0 2 0-0.00973451 0 -0.01946903 -0.00973451 0 0.019469031611.35693 0 0.00973451 800.147493 0 -0.00973451

Page 18: Ejercicio Potico de 2 Pisos

0 -1.837723E-16 -1 0 0 00 1 -1.8377E-16 0 0 00 A8= 0 0 1 0 00 0 0 0 -1.8377E-16 -10 0 0 0 1 -1.8377E-161 0 0 0 0 0

0 -1.837723E-16 1 0 0 00 -1 -1.8377E-16 0 0 00 AT8= 0 0 1 0 00 0 0 0 -1.8377E-16 10 0 0 0 -1 -1.8377E-161 0 0 0 0 0

Page 19: Ejercicio Potico de 2 Pisos

0 -2.625318E-16 0.0071886 0.0035943 2.62532E-16 -0.00718860.00973451 -1.4285714286 -1.3211E-18 -6.6053E-19 1.42857143 1.32107E-18800.147493 AT8*K8= 0 0.0035943 1178.22289 0 -0.0035943

0 2.6253181E-16 -0.0071886 -0.0035943 -2.6253E-16 0.0071886-0.00973451 1.4285714286 1.32107E-18 6.60533E-19 -1.42857143 -1.3211E-181611.35693 0 0.0035943 582.984795 0 -0.0035943

0 0.0071886028 2.61211E-16 0.0035943 -0.0071886 -2.6121E-160.00973451 2.6121075E-16 1.42857143 -6.6053E-19 -2.6121E-16 -1.42857143800.147493 K8= 0.0035943014 -6.6053E-19 1178.22289 -0.0035943 6.60533E-19

0 -0.0071886028 -2.6121E-16 -0.0035943 0.0071886 2.61211E-16-0.00973451 -2.612107E-16 -1.42857143 6.60533E-19 2.61211E-16 1.428571431611.35693 0.0035943014 -6.6053E-19 582.984795 -0.0035943 6.60533E-19

Page 20: Ejercicio Potico de 2 Pisos

000001

000001

Page 21: Ejercicio Potico de 2 Pisos

0.0035943-6.6053E-19582.984795-0.0035943

6.60533E-191170.05402

0.0035943-6.6053E-19582.984795-0.0035943

6.60533E-191170.05402