antisismica ing.civil
TRANSCRIPT
DATOS GERERALES DE LA ESTRUCTURA
DONCENTE :
CODIGO : 1703092014 CICLO : IX
COLUMNA # 1 COLUMNA # 2 COLUMNA # 3 COLUMNA # 4 VIGA # 1 VIGA # 2
4.00 4.00 3.00 3.00 6.00 6.00
0.30 0.30 0.30 0.30 0.30 0.30
0.30 0.30 0.30 0.60 0.60 0.60
210.00
2173706.51 2173706.51 2173706.51 2173706.51 2173706.51 2173706.51
0.000675 0.000675 0.000675 0.005400 0.005400 0.005400
1467.25 1467.25 1467.25 11738.02 11738.02 11738.02
0.09 0.09 0.09 0.18 0.18 0.18
K 1-1 11248.93 K 1-2 3912.67 K 1-3 978.17
K 2-1 3912.67 K 2-2 24943.28 K 2-3 0.00
K 3-1 978.17 K 3-2 0.00 K 3-3 9781.68
K 4-1 0.00 K 4-2 7825.34 K 4-3 3912.67
K 5-1 550.22 K 5-2 2200.88 K 5-3 0.00
K 6-1 0.00 K 6-2 0.00 K 6-3 978.17
K 1-4 0.00 K 1-5 550.22 K 1-6 0.00
K 2-4 7825.34 K 2-5 2200.88 K 2-6 0.00
K 3-4 3912.67 K 3-5 0.00 K 3-6 978.17
K 4-4 23476.03 K 4-5 0.00 K 4-6 7825.34
K 5-4 0.00 K 5-5 550.22 K 5-6 0.00
K 6-4 7825.34 K 6-5 0.00 K 6-6 5869.01
INGENIERIA ANTIISMICA I / HOJA DE CLACULO DE RIGIDEZ LATERAL DE LA ESTRUCTURA
FACULTAD DE INGENIERIA
E.A.P INGENIERIA CIVIL
DESCRIPCION
ALUMNO : AYALA MAURICIO ORLANDO ANGEL Ing : HERNAN RICALDI PORRAS
RIGIDEZ ( EI )AREA DE LA SECCION ( A )
ANCHO DE LA SECCION ( B )PERALTE DE SECCION ( H )
LON.VIGA /ALTURA DE LA COLUMNA
RESISTECIA DEL CONCRETO ( f'c )MOD. DE ELAST. DE CONCRETO( E )
INERCIA DE LA SECCION ( I )
DATOS GERERALES DE LA ESTRUCTURA
DONCENTE :
CODIGO : 1703092014 CICLO : IX
INGENIERIA ANTIISMICA I / HOJA DE CLACULO DE RIGIDEZ LATERAL DE LA ESTRUCTURA
FACULTAD DE INGENIERIA
E.A.P INGENIERIA CIVIL
ALUMNO : AYALA MAURICIO ORLANDO ANGEL Ing : HERNAN RICALDI PORRAS
5869.008 0.000 7825.343 978.168 0.000 0.000
0.000 550.219 0.000 0.000 2200.878 550.219
7825.343 0.000 23476.030 3912.672 7825.343 0.000
978.168 0.000 3912.672 9781.679 0.000 978.168
0.000 2200.878 7825.343 0.000 24943.282 3912.672
0.000 550.219 0.000 978.168 3912.672 11248.931
0.000 -2.16253E-05 -1.75883E-05 7.99812E-06
0.000 0.000112163 8.79414E-06 -1.28122E-05
0.000 8.79414E-06 4.83678E-05 -1.75883E-05
0.000 -1.28122E-05 -1.75883E-05 9.61291E-05
0.386262514 -0.034308954
-0.059510567 0.012305339
-0.129032258 0.096774194
0.050055617 0.014182425
2964.425502 -256.4426631
-256.4426631 220.7916246
MATRIZ DE RIGIDEZ
RESOLVIENDO LA SUB-MATRICEZ
K 1-1
K 2-1 K 2- 2
K 1- 2
𝐾 22−1
𝐾 22−1 ,𝐾 21
𝐾 12. 𝐾 22−1 . 𝐾 21
DATOS GERERALES DE LA ESTRUCTURA
ALUMNO : AYALA MAURICIO ORLANDO ANGEL DONCENTE :
CODIGO : 1703092014 CICLO : IX
FACULTAD DE INGENIERIA
E.A.P INGENIERIA CIVIL
INGENIERIA ANTIISMICA I / HOJA DE CLACULO DE RIGIDEZ LATERAL DE LA ESTRUCTURA
Ing : HERNAN RICALDI PORRAS
0.000369692 -0.000287786 -0.000152672 2.55419E-05 7.55525E-05 -1.44237E-05
-0.000287786 0.003259593 0.000222994 -5.72367E-05 -0.000352578 -3.18236E-05
-0.000152672 0.000222994 0.000118686 -3.34549E-05 -5.8868E-05 1.24776E-05
2.55419E-05 -5.72367E-05 -3.34549E-05 0.000114388 1.76289E-05 -1.32789E-05
7.55525E-05 -0.000352578 -5.8868E-05 1.76289E-05 9.2237E-05 -1.63697E-05
-1.44237E-05 -3.18236E-05 1.24776E-05 -1.32789E-05 -1.63697E-05 9.73024E-05
1 0.000 0.000 0.000 0.000 0.000
0.000 1.000 0.000 0.000 0.000 0.000
0.000 0.000 1 0.000 0.000 0.000
0.000 0.000 0.000 1 0.000 0.000
0.000 0.000 0.000 0.000 1 0.000
0.000 0.000 0.000 0.000 0.000 1.000
2904.582 256.443
256.443 329.428
CALCULO DE LA RIGIDEZ LATERAL
INVERSA DE LA MATRIZ
VERIFICAMOS
𝐾𝐿 =
DATOS GERERALES DE LA ESTRUCTURA
ALUMNO : AYALA MAURICIO ORLANDO ANGEL DONCENTE :
CODIGO : 1703092014 CICLO : IX
6.00 m
3.00 m 3.00 m
6.00 m
4.00 m 4.00 m
FACULTAD DE INGENIERIA
E.A.P INGENIERIA CIVIL
INGENIERIA ANTIISMICA I / HOJA DE CLACULO DE RIGIDEZ LATERAL DE LA ESTRUCTURA
Ing : HERNAN RICALDI PORRAS
ᶲ1
Δ6
ᶲ2
ᶲ3
Δ5
ᶲ4
ALUMNO : AYALA MAURICIO ORLANDO ANGEL
CODIGO : 1703092014 CICLO : IX
COLUMNA # 1 COLUMNA # 2 COLUMNA # 3 COLUMNA # 4 COLUMNA # 5 COLUMNA # 6 VIGA # 1 VIGA # 2 VIGA # 3 VIGA # 4
3 4 3 3 3 3 3 3 3 3
0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3
0.3 0.3 0.3 0.3 0.3 0.3 0.6 0.6 0.6 0.6
210 Kg/cm2
2173706.512 2173706.512 2173706.512 2173706.512 2173706.512 2173706.512 2173706.512 2173706.512 2173706.512 2173706.512
0.000675 0.000675 0.000675 0.000675 0.000675 0.000675 0.0054 0.0054 0.0054 0.0054
1467.251896 1467.251896 1467.251896 1467.251896 1467.251896 1467.251896 11738.01516 11738.01516 11738.01516 11738.01516
0.09 0.09 0.09 0.09 0.09 0.09 0.18 0.18 0.18 0.18
K 1-1 19563.36 K 1-2 7825.34 K 1-3 0.00 K 1-4 978.17 K 1-5 0.00
K 2-1 7825.34 K 2-2 34724.96 K 2-3 7825.34 K 2-4 0.00 K 2-5 978.17
K 3-1 0.00 K 3-2 7825.34 K 3-3 19563.36 K 3-4 0.00 K 3-5 0.00
K 4-1 978.17 K 4-2 0.00 K 4-3 0.00 K 4-4 17607.02 K 4-5 7825.34
K 5-1 0.00 K 5-2 978.17 K 5-3 0.00 K 5-4 7825.34 K 5-5 33257.71
K 6-1 0.00 K 6-2 0.00 K 6-3 978.17 K 6-4 0.00 K 6-5 7825.34
K 7-1 978.17 K 7-2 550.22 K 7-3 0.00 K 7-4 0.00 K 7-5 0.00
K 8-1 0.00 K 8-2 550.22 K 8-3 978.17 K 8-4 0.00 K 8-5 0.00
K 9-1 0.00 K 9-2 0.00 K 9-3 0.00 K 9-4 978.17 K 9-5 978.17
K 10-1 0.00 K 10-2 0.00 K 10-3 0.00 K 10-4 0.00 K 10-5 978.17
K 1-6 0.00 K 1-7 978.17 K 1-8 0.00 K 1-9 0.00 K 1-10 0.00
K 2-6 0.00 K 2-7 7825.34 K 2-8 550.22 K 2-9 0.00 K 2-10 0.00
K 3-6 978.17 K 3-7 0.00 K 3-8 978.17 K 3-9 0.00 K 3-10 0.00
K 4-6 0.00 K 4-7 0.00 K 4-8 0.00 K 4-9 978.17 K 4-10 0.00
K 5-6 7825.34 K 5-7 0.00 K 5-8 0.00 K 5-9 978.17 K 5-10 978.17
K 6-6 17607.02 K 6-7 0.00 K 6-8 0.00 K 6-9 0.00 K 6-10 978.17
K 7-6 0.00 K 7-7 927.22 K 7-8 0.00 K 7-9 0.00 K 7-10 0.00
K 8-6 0.00 K 8-7 0.00 K 8-8 927.22 K 8-9 0.00 K 8-10 0.00
K 9-6 0.00 K 9-7 0.00 K 9-8 0.00 K 9-9 1956.34 K 9-10 0.00
K 10-6 978.17 K 10-7 0.00 K 10-8 0.00 K 10-9 0.00 K 10-10 652.11
MOD. DE ELAST. DE CONCRETO( E )
INERCIA DE LA SECCION ( I )
RIGIDEZ ( EI )AREA DE LA SECCION ( A )
DATOS GERERALES DE LA ESTRUCTURAFACULTAD DE INGENIERIA
E.A.P INGENIERIA CIVIL
INGENIERIA ANTIISMICA I / HOJA DE CLACULO DE RIGIDEZ LATERAL DE LA ESTRUCTURA
Ing : HERNAN RICALDI PORRAS
DESCRIPCION
LON.VIGA /ALTURA DE LA COL.
ANCHO DE LA SECCION ( B )
PERALTE DE SECCION ( H )
RESIS. DEL CONCRETO ( f'c )
ALUMNO : AYALA MAURICIO ORLANDO ANGEL
CODIGO : 1703092014 CICLO : IX
DATOS GERERALES DE LA ESTRUCTURAFACULTAD DE INGENIERIA
E.A.P INGENIERIA CIVIL
INGENIERIA ANTIISMICA I / HOJA DE CLACULO DE RIGIDEZ LATERAL DE LA ESTRUCTURA
Ing : HERNAN RICALDI PORRAS
652.112 0.000 0.000 0.000 978.168 978.168 0.000 0.000 0.000 0.000
0.000 1956.336 0.000 0.000 0.000 978.168 978.168 0.000 0.000 0.000
0.000 0.000 927.222 0.000 0.000 0.000 0.000 978.168 550.219 0.000
0.000 0.000 0.000 927.222 0.000 0.000 0.000 0.000 550.219 978.168
978.168 0.000 0.000 0.000 17607.023 7825.343 0.000 978.168 0.000 0.000
978.168 978.168 0.000 0.000 7825.343 33257.710 7825.343 0.000 978.168 0.000
0.000 978.168 0.000 0.000 0.000 7825.343 17607.023 0.000 0.000 978.168
0.000 0.000 978.168 0.000 978.168 0.000 0.000 19563.359 7825.343 0.000
0.000 0.000 550.219 7825.343 0.000 978.168 0.000 7825.343 34724.962 7825.343
0.000 0.000 0.000 978.168 0.000 0.000 978.168 0.000 7825.343 19563.359
0.001139926 5.59255E-05 0.000 -6.583E-07 3.01978E-07 0.000 -6.60544E-06 -1.69198E-07
1.20374E-06 0.001194648 0.000 -6.583E-07 3.47391E-06 0.000 -6.60544E-06 -5.72639E-05
3.30097E-06 -1.34065E-05 0.000 -1.70315E-05 7.58971E-06 0.000 1.63387E-06 -3.62708E-07
-6.12598E-07 1.47729E-05 0.000 3.81302E-05 -1.69942E-05 0.000 -1.85717E-06 8.53935E-07
1.2904E-07 -1.02346E-05 0.000 -1.70315E-05 6.45523E-05 0.000 1.63387E-06 -3.36943E-06
-5.45167E-05 0.000123134 0.000 1.52566E-06 -6.61254E-07 0.000 -1.45522E-05 -3.02735E-07
-6.61175E-06 -0.000313149 0.000 -1.60293E-06 6.66674E-07 0.000 3.7002E-05 8.23325E-07
2.57806E-06 6.6039E-05 0.000 1.52566E-06 -3.66798E-06 0.000 -1.45522E-05 5.38183E-05
0.002605036 -0.000348543
-0.000497644 0.002754136
0.046520164 -0.009235665
0.020632634 0.020674555 65.687 11.189155
-0.009198785 0.046483283 11.184 65.691644
-0.002424022 0.000845538
-8.05948E-05 -0.000915818
0.000517059 -0.002095544
586.425 -11.189
-11.184 1890.644
CALCULO FINAL DE LA RIGIDEZ LATERAL
MATRIZ DE RIGIDEZ DE LA ESTRUCTURA
RESOLVIENDO LAS SU MATRIZ
K 1-2
K 2-1
K 1- 2
K 2- 2
𝐾 22−1 ,𝐾 21
𝐾 22−1
𝐾 12. 𝐾 22−1 . 𝐾 21
𝐾𝐿 =
ALUMNO : AYALA MAURICIO ORLANDO ANGEL
CODIGO : 1703092014 CICLO : IX
3.00 m
3.00 m
3.00 m
3.00 m
3.00 m4.00 m3.00 m
3.00 m 3.00 m 3.00 m
Ing : HERNAN RICALDI PORRAS
DATOS GERERALES DE LA ESTRUCTURAFACULTAD DE INGENIERIA
E.A.P INGENIERIA CIVILINGENIERIA ANTIISMICA I / HOJA DE CLACULO DE RIGIDEZ LATERAL DE LA ESTRUCTURA
1 2 3
4 5 6
7 8
10 9
ᶲ1 ᶲ3
Δ9 Δ10
Δ8 Δ7 ᶲ2
ᶲ4 ᶲ5 ᶲ6
ALUMNO : AYALA MAURICIO ORLANDO ANGEL
CODIGO : 1703092014 CICLO : IX
Ing : HERNAN RICALDI PORRAS
DATOS GERERALES DE LA ESTRUCTURAFACULTAD DE INGENIERIA
E.A.P INGENIERIA CIVILINGENIERIA ANTIISMICA I / HOJA DE CLACULO DE RIGIDEZ LATERAL DE LA ESTRUCTURA
0.002 1.00931E-05 -4.48E-06 -2.324E-06 0.000 -3.54053E-05 1.52191E-05 0.000 3.74725E-07 -7.94633E-07
0.000 0.00052898 2.2368E-07 -2.362E-06 0.000 -1.11253E-05 -2.45152E-05 0.000 1.17749E-07 1.29675E-06
0.000 1.5808E-07 0.00113994 5.593E-05 0.000 -5.69946E-07 2.53787E-07 0.000 -6.60637E-06 -1.66676E-07
0.000 -1.45186E-06 1.2009E-06 0.0011947 0.000 -6.45279E-07 3.549E-06 0.000 -6.60558E-06 -5.72679E-05
0.000 4.41595E-06 3.5114E-06 -1.332E-05 0.000 -1.54872E-05 6.6553E-06 0.000 1.61752E-06 -3.13765E-07
0.000 -1.11447E-05 -5.2479E-07 1.487E-05 0.000 3.90907E-05 -1.68014E-05 0.000 -1.86734E-06 8.43521E-07
0.000 -2.44959E-05 7.7432E-08 -1.015E-05 0.000 -1.68401E-05 6.58318E-05 0.000 1.63184E-06 -3.43702E-06
0.000 -4.22807E-07 -5.4528E-05 0.0001231 0.000 1.44925E-06 -6.03634E-07 0.000 -1.45514E-05 -3.05757E-07
0.000 4.85263E-07 -6.6119E-06 -0.0003132 0.000 -1.61597E-06 6.45449E-07 0.000 3.70021E-05 8.24449E-07
0.000 1.10328E-06 2.5808E-06 6.604E-05 0.000 1.52066E-06 -3.72722E-06 0.000 -1.45522E-05 5.38214E-05
1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 1.000
INVERSA DE LA MATRIZ DE RIGIDEZ
VERIFICACION
ALUMNO : AYALA MAURICIO ORLANDO ANGEL
CODIGO : 1703092014 CICLO : IX
COLUMNA # 1 COLUMNA # 2 COLUMNA # 3 COLUMNA # 4 COLUMNA # 5 COLUMNA # 6 VIGA # 1 VIGA # 2 VIGA # 3
4 4 3 3 3 3 3 3 3
0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3
0.3 0.3 0.3 0.3 0.3 0.3 0.6 0.6 0.6
210
2173706.512 2173706.512 2173706.512 2173706.512 2173706.512 2173706.512 2173706.512 2173706.512 2173706.512
0.000675 0.000675 0.000675 0.000675 0.000675 0.000675 0.0054 0.0054 0.0054
1467.251896 1467.251896 1467.251896 1467.251896 1467.251896 1467.251896 11738.01516 11738.01516 11738.01516
0.09 0.09 0.09 0.09 0.09 0.09 0.18 0.18 0.18
K 1-1 19074.27 K 1-2 7825.34 K 1-3 733.63 K 1-4 0.00 K 1-5 0.00
K 2-1 7825.34 K 2-2 21030.61 K 2-3 0.00 K 2-4 978.17 K 2-5 0.00
K 3-1 733.63 K 3-2 0.00 K 3-3 19563.36 K 3-4 7825.34 K 3-5 978.17
K 4-1 0.00 K 4-2 978.17 K 4-3 7825.34 K 4-4 19563.36 K 4-5 0.00
K 5-1 0.00 K 5-2 0.00 K 5-3 978.17 K 5-4 0.00 K 5-5 17607.02
K 6-1 0.00 K 6-2 0.00 K 6-3 0.00 K 6-4 978.17 K 6-5 7825.34
K 7-1 550.22 K 7-2 550.22 K 7-3 0.00 K 7-4 0.00 K 7-5 0.00
K 8-1 0.00 K 8-2 0.00 K 8-3 978.17 K 8-4 978.17 K 8-5 0.00
K 9-1 0.00 K 9-2 0.00 K 9-3 0.00 K 9-4 0.00 K 9-5 978.17
K 1-6 0.00 K 1-7 550.22 K 1-8 0.00 K 1-9 0.00
K 2-6 0.00 K 2-7 550.22 K 2-8 0.00 K 2-9 0.00
K 3-6 0.00 K 3-7 0.00 K 3-8 978.17 K 3-9 0.00
K 4-6 978.17 K 4-7 0.00 K 4-8 978.17 K 4-9 0.00
K 5-6 7825.34 K 5-7 0.00 K 5-8 0.00 K 5-9 978.17
K 6-6 17607.02 K 6-7 0.00 K 6-8 0.00 K 6-9 978.17
K 7-6 0.00 K 7-7 550.22 K 7-8 0.00 K 7-9 0.00
K 8-6 0.00 K 8-7 0.00 K 8-8 1304.22 K 8-9 0.00
K 9-6 978.17 K 9-7 0.00 K 9-8 0.00 K 9-9 1956.34
Ing : HERNAN RICALDI PORRAS
DATOS GERERALES DE LA ESTRUCTURAFACULTAD DE INGENIERIA
E.A.P INGENIERIA CIVIL
INGENIERIA ANTIISMICA I / HOJA DE CLACULO DE RIGIDEZ LATERAL DE LA ESTRUCTURA
DESCRIPCION
LON.VIGA /ALTURA DE LA COLUMNAANCHO DE LA SECCION ( B )
PERALTE DE SECCION ( H )RESISTECIA DEL CONCRETO ( f'c )
MOD. DE ELAST. DE CONCRETO( E )INERCIA DE LA SECCION ( I )
RIGIDEZ ( EI )AREA DE LA SECCION ( A )
ALUMNO : AYALA MAURICIO ORLANDO ANGEL
CODIGO : 1703092014 CICLO : IX
Ing : HERNAN RICALDI PORRAS
DATOS GERERALES DE LA ESTRUCTURAFACULTAD DE INGENIERIA
E.A.P INGENIERIA CIVIL
INGENIERIA ANTIISMICA I / HOJA DE CLACULO DE RIGIDEZ LATERAL DE LA ESTRUCTURA
1956.336 0.000 0.000 978.17 978.17 0.00 0.00 0.00 0.00
0.000 1304.224 0.000 0.00 0.00 978.17 978.17 0.00 0.00
0.000 0.000 550.219 0.00 0.00 0.00 0.00 550.22 550.22
978.17 0.00 0.00 17607.023 7825.343 978.168 0.000 0.000 0.000
978.17 0.00 0.00 7825.343 17607.023 0.000 978.168 0.000 0.000
0.00 978.17 0.00 978.168 0.000 19563.359 7825.343 978.168 0.000
0.00 978.17 0.00 0.000 978.168 7825.343 19563.359 0.000 733.626
0.00 0.00 550.22 0.000 0.000 978.168 0.000 21030.611 7825.343
0.00 0.00 550.22 0.000 0.000 0.000 733.626 7825.343 19074.275
7.12349E-05 -3.18607E-05 0.000 3.61293E-06 3.36779E-07 0.000
-3.18607E-05 7.12347E-05 0.000 -5.01929E-06 -2.83199E-07 0.000
-5.02376E-06 3.61491E-06 0.000 -2.48784E-05 -3.79643E-06 0.000
3.61293E-06 -5.01929E-06 0.000 6.14439E-05 2.40335E-06 0.000
3.36779E-07 -2.83199E-07 0.000 2.40335E-06 5.6365E-05 0.000
-2.77125E-07 3.09234E-07 0.000 -3.34922E-06 -2.32166E-05 0.000
0.038514616 -0.001380026 0.000 75.34728804 -2.693628431 0.046
0.038514374 -0.001373722 0.000 -2.693628431 70.0343392 -1.199
-0.001378087 0.035830251 -0.001 0.046118647 -1.199084833 21.801
-0.001375662 0.035767209 -0.001
5.24102E-05 -0.001362665 0.018
3.14085E-05 -0.00081662 0.021
1880.989 2.694 -0.046
2.694 1234.190 1.199
-0.046 1.199 528.418
CALCULO DE LA RIGIDEZ LATERAL
MATRIZ DE RIGIDEZ DE LA ESTRUCTURA
RESOLVIENDO LAS SU MATRIZ
𝐾 22−1
𝐾 22−1 ,𝐾 21
𝐾 12. 𝐾 22−1 . 𝐾 21
𝐾𝐿 =
K 1-1
K 2-1
K 1-2
K 2-2
NOMBRE : ORLANDO AYALA MAURICIO
CODIGO : 1703092014 CICLO : IX
3.00 m
3.00 m3.00 m
3.00 m
3.00 m
Ing : HERNAN RICALDI PORRAS
4.00 m 4.00 m
3.00 m 3
DATOS GERERALES DE LA ESTRUCTURAFACULTAD DE INGENIERIA
E.A.P INGENIERIA CIVIL
INGENIERIA ANTIISMICA I / HOJA DE CLACULO DE RIGIDEZ LATERAL DE LA ESTRUCTURA
1 2
3 4
7
5
ᶲ1
Δ8
ᶲ2
ᶲ3
Δ7
ᶲ4
ᶲ5 ᶲ6 Δ9
6
8
9
NOMBRE : ORLANDO AYALA MAURICIO
CODIGO : 1703092014 CICLO : IX
Ing : HERNAN RICALDI PORRAS
DATOS GERERALES DE LA ESTRUCTURAFACULTAD DE INGENIERIA
E.A.P INGENIERIA CIVIL
INGENIERIA ANTIISMICA I / HOJA DE CLACULO DE RIGIDEZ LATERAL DE LA ESTRUCTURA
0.000531637 -1.16035E-06 4.90326E-08 0.000 -2.04773E-05 7.74252E-07 0.000 -3.03387E-08 -1.8694E-08
-1.16035E-06 0.000810253 -1.83872E-06 0.000 1.15778E-06 -2.90345E-05 0.000 1.1377E-06 7.01023E-07
4.90326E-08 -1.83872E-06 0.001892444 0.000 -3.15234E-08 1.40091E-06 0.000 -3.45187E-05 -4.04686E-05
-2.04774E-05 1.16292E-06 -6.65419E-08 0.000 -3.10704E-05 -5.09369E-06 0.000 3.40651E-07 -2.74109E-07
-2.04773E-05 1.15778E-06 -3.15234E-08 0.000 7.20249E-05 3.54519E-06 0.000 -2.79973E-07 3.11497E-07
7.74252E-07 -2.90345E-05 1.40091E-06 0.000 3.54519E-06 6.25507E-05 0.000 -3.86159E-06 2.46068E-06
7.72881E-07 -2.8983E-05 1.05072E-06 0.000 -5.08889E-06 -2.38381E-05 0.000 2.34465E-06 -3.39538E-06
-3.03387E-08 1.1377E-06 -3.45187E-05 0.000 -2.79973E-07 -3.86159E-06 0.000 5.69962E-05 -2.24775E-05
-1.8694E-08 7.01023E-07 -4.04686E-05 0.000 3.11497E-07 2.46068E-06 0.000 -2.24775E-05 6.29461E-05
1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 1 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 1 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1
MATRIZ DE RIGIDEZ INVERSA
VERIFICACION