Your SlideShare is downloading. ×
Antisismica ing.civil
Upcoming SlideShare
Loading in...5
×

Thanks for flagging this SlideShare!

Oops! An error has occurred.

×
Saving this for later? Get the SlideShare app to save on your phone or tablet. Read anywhere, anytime – even offline.
Text the download link to your phone
Standard text messaging rates apply

Antisismica ing.civil

132

Published on

Published in: Entertainment & Humor
0 Comments
1 Like
Statistics
Notes
  • Be the first to comment

No Downloads
Views
Total Views
132
On Slideshare
0
From Embeds
0
Number of Embeds
0
Actions
Shares
0
Downloads
2
Comments
0
Likes
1
Embeds 0
No embeds

Report content
Flagged as inappropriate Flag as inappropriate
Flag as inappropriate

Select your reason for flagging this presentation as inappropriate.

Cancel
No notes for slide

Transcript

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

×