Análisis No Lineal

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COORDENADAS (c x 1 0 2 0 LONGITUD (cm) 500 l = m = T = 0 1 0 Ke11a = 3.08367 0 -770.9175 Ke21a = -3.08367 0 -770.9175 Kg11a = 0 0 0 Kg21a = 0 0 0 K11a = 3.08367 0 -770.9175

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ANÁLISIS POR EL MÉTODO DE RIDIGEDECES

Transcript of Análisis No Lineal

Page 1: Análisis No Lineal

1

BARRA a

COORDENADAS (cm)

x

1 0

2 0

LONGITUD (cm)

500

l =

m =

T =

0

1

0

Ke11a =

3.08367

0

-770.9175

Ke21a =

-3.08367

0

-770.9175

Kg11a =

0

0

0

Kg21a =

0

0

0

K11a =

3.08367

0

-770.9175

Page 2: Análisis No Lineal

K21a =

-3.08367

0

-770.9175

0.15

=

320.33367-0.25 0

0 770.91750 -317.25

-0.25 00 0

Δd'xC

=

0.03191401Δd'yC -0.00071028Δφ'zC -5.797E-005Δd'xD 0.03161054Δd'yD -0.00093143Δφ'zD -1.557E-006

Ecuación fuerza desplazamiento para cada barra

=

3.08367 0

0 380.7

-770.9175 0

ΔP2a' =

-3.08367 0

0 -380.7

-770.9175 0

ΔP1b' =

3.08367 0

0 380.7

-770.9175 0

ΔP2b' =

-3.08367 0

0 -380.7

-770.9175 0

ΔP1c' =

317.25 0

0 1.78453125

0 713.8125

ΔP2c' =

-317.25 0

0 -1.78453125

0 713.8125

ΔP1a'

Page 3: Análisis No Lineal

2

BARRA a

COORDENADAS (cm)

x

1 0

2 0.031914007

LONGITUD (cm)

499.9992907346

l =

m =

T =

6.38281E-005

0.999999998

0

Ke11a =

3.083684661

0.024102568

-770.9196856

Ke21a =

-3.083684661

-0.024102568

-770.9196856

Kg11a =

-0.000648973

0.000553577

0.027040508

Kg21a =

0.000648973

-6.9038E-009

0.027040508

K11a =

3.083035688

0.024656145

-770.8926451

Page 4: Análisis No Lineal

K21a =

-3.083035688

-0.024102575

-770.8926451

0.15

=

320.333036-0.25 0.02413566

0 770.8928420 -317.25

-0.25 8.7205E-0050 0.00019732

Δd'xB

=

0.03193186Δd'yB -0.00071226Δφ'zB -5.799E-005Δd'xD 0.0316284Δd'yD -0.00093347Δφ'zD -1.571E-006

Ecuación fuerza desplazamiento para cada barra

=

3.083035688 0.024656145

0.024656145 380.6999977

-770.8926451 0.049204617

ΔP2a' =

-3.083035688 -0.024102575

-0.024102575 -380.6999977

-770.8926451 0.049204617

ΔP1b' =

3.082837695 0.024595233

0.024595233 380.6999977

-770.8849081 0.048736261

ΔP2b' =

-3.082837695 -0.023873406

-0.023873406 -380.6999977

-770.8849081 0.048736261

ΔP1c' =

317.25 3.30855E-005

3.30855E-005 1.784388866

0.000197318 713.8034139

ΔP2c' =

-317.25 8.72045E-005

8.72045E-005 -1.784388866

0.000197318 713.8034139

ΔP1a'

Page 5: Análisis No Lineal

3

BARRA a

COORDENADAS (cm)

x

1 0

2 0.063845863

LONGITUD (cm)

499.9985815297

l =

m =

T =

0.000127692

0.999999992

0

Ke11a =

3.083702402

0.048218752

-770.9218678

Ke21a =

-3.083702402

-0.048218752

-770.9218678

Kg11a =

-0.001297894

0.001107117

0.054078755

Kg21a =

0.001297894

-2.7622E-008

0.054078755

K11a =

3.082404508

0.049325868

-770.8677891

Page 6: Análisis No Lineal

K21a =

-3.082404508

-0.048218779

-770.8677891

0.15

=

320.332405-0.25 0.04828492

0 770.8681840 -317.25

-0.25 0.000174430 0.00039469

Δd'xB

=

0.03194972Δd'yB -0.00071424Δφ'zB -5.801E-005Δd'xD 0.03164628Δd'yD -0.00093552Δφ'zD -1.586E-006

Ecuación fuerza desplazamiento para cada barra

=

3.082404508 0.049325868

0.049325868 380.6999923

-770.8677891 0.098433718

ΔP2a' =

-3.082404508 -0.048218779

-0.048218779 -380.6999923

-770.8677891 0.098433718

ΔP1b' =

3.082008369 0.049204175

0.049204175 380.6999924

-770.8523116 0.097496121

ΔP2b' =

-3.082008369 -0.047760497

-0.047760497 -380.6999924

-770.8523116 0.097496121

ΔP1c' =

317.25 6.61396E-005

6.61396E-005 1.78424649

0.000394688 713.7943283

ΔP2c' =

-317.25 0.000174435

0.000174435 -1.78424649

0.000394688 713.7943283

ΔP1a'

Page 7: Análisis No Lineal

4

BARRA a

COORDENADAS (cm)

x

1 0

2 0.095795581

LONGITUD (cm)

499.9978723854

l =

m =

T =

0.000191592

0.999999982

0

Ke11a =

3.083723227

0.072348561

-770.9240468

Ke21a =

-3.083723227

-0.072348561

-770.9240468

Kg11a =

-0.001946762

0.00166062

0.081114741

Kg21a =

0.001946762

-6.2164E-008

0.081114741

K11a =

3.081776465

0.074009181

-770.842932

Page 8: Análisis No Lineal

K21a =

-3.081776465

-0.072348623

-770.842932

0.15

=

320.331776-0.25 0.07244779

0 770.8435240 -317.25

-0.25 0.000261690 0.00059211

Δd'xB

=

0.0319676Δd'yB -0.00071623Δφ'zB -5.802E-005Δd'xD 0.03166417Δd'yD -0.00093757Δφ'zD -1.600E-006

Ecuación fuerza desplazamiento para cada barra

=

3.081776465 0.074009181

0.074009181 380.6999838

-770.842932 0.147687324

ΔP2a' =

-3.081776465 -0.072348623

-0.072348623 -380.6999838

-770.842932 0.147687324

ΔP1b' =

3.081182027 0.073826839

0.073826839 380.6999841

-770.8197105 0.1462796

ΔP2b' =

-3.081182027 -0.071661283

-0.071661283 -380.6999841

-770.8197105 0.1462796

ΔP1c' =

317.25 9.91623E-005

9.91623E-005 1.784104119

0.000592113 713.7852431

ΔP2c' =

-317.25 0.000261691

0.000261691 -1.784104119

0.000592113 713.7852431

ΔP1a'

Page 9: Análisis No Lineal

1

BARRA a

COORDENADAS (cm) PROPIEDADES GEOMETRICAS

y

0 B = 30

500 H = 45

A = 1350

LONGITUD (cm) I = 227812.5

500

MÓDULO DE ELASTICIDAD

0

1 E = 141

EA/L = 380.7

-1 0 12EI/L^3 = 3.08367

0 0 6EI/L^2 = 770.9175

0 1 P2x/L = 0

0 -770.9175

Ke12a =

-3.08367

380.7 0 0

0 256972.5 770.9175

0 770.9175

Ke22a =

3.08367

-380.7 0 0

0 128486.25 770.9175

0 0

Ke12a =

0

0 0 0

0 0 0

0 0

Ke22a =

0

0 0 0

0 0 0

0 -770.9175

K12a =

-3.08367

380.7 0 0

0 256972.5 770.9175

Page 10: Análisis No Lineal

0 770.9175

K22a =

3.08367

-380.7 0 0

0 128486.25 770.9175

0 770.9175 -317.25 0 0

*

382.484531 713.8125 0 -1.78453125 713.8125713.8125 637672.5 0 -713.8125 190350

0 0 320.33367 0 770.9175-1.78453125 -713.8125 0 382.484531 -713.8125

713.8125 190350 770.9175 -713.8125 637672.5

Ecuación fuerza desplazamiento para cada barra

-770.9175

*

0

+

-3.08367 0

0 0 0 -380.7

256972.5 0 770.9175 0

770.9175

*

0

+

3.08367 0

0 0 0 380.7

128486.25 0 770.9175 0

-770.9175

*

0

+

-3.08367 0

0 0 0 -380.7

256972.5 0 770.9175 0

770.9175

*

0

+

3.08367 0

0 0 0 380.7

128486.25 0 770.9175 0

0

*

0.031914007

+

-317.25 0

713.8125 -0.000710284 0 -1.78453125

380700 -0.000057968 0 -713.8125

0

*

0.031914007

+

317.25 0

-713.8125 -0.000710284 0 1.78453125

190350 -0.000057968 0 -713.8125

Page 11: Análisis No Lineal

2

BARRA a

COORDENADAS (cm) PROPIEDADES GEOMETRICAS

y

0 B = 30

499.9992897 H = 45

A = 1350

LONGITUD (cm) I = 227812.5

499.9992907346

MÓDULO DE ELASTICIDAD

6.3828E-005

1 E = 141

EA/L = 380.70054

-0.999999998 0 12EI/L^3 = 3.08368312

6.38281E-005 0 6EI/L^2 = 770.919687

0 1 P2x/L = -0.000540811

0.024102568 -770.9196856

Ke12a =

-3.083684661

380.7005385 0.049206343 -0.024102568

0.049206343 256972.8645 770.9196856

-0.024102568 770.9196856

Ke22a =

3.083684661

-380.7005385 -0.049206343 0.024102568

0.049206343 128486.4323 770.9196856

0.000553577 0.027040508

Ke12a =

0.000648973

-0.000540811 -1.7259E-006 -6.9038E-009

-1.7259E-006 -18.02697949 -0.027040508

-6.9038E-009 -0.027040508

Ke22a =

-0.000648973

0.000540811 1.72594E-006 6.90379E-009

-1.7259E-006 4.506744873 -0.027040508

0.024656145 -770.8926451

K12a =

-3.083035688

380.6999977 0.049204617 -0.024102575

0.049204617 256954.8375 770.8926451

Page 12: Análisis No Lineal

-0.024102575 770.8926451

K22a =

3.083035688

-380.6999977 -0.049204617 0.024102575

0.049204617 128490.939 770.8926451

0.02413566 770.892842 -317.25 8.7205E-005 0.00019732

*

382.484387 713.754209 8.7205E-005 -1.78438887 713.803414713.754209 637644.712 -0.00019732 -713.803414 190352.648.7205E-005 -0.00019732 320.332838 0.0237862 770.884711-1.78438887 -713.803414 0.0237862 382.484387 -713.85215713.803414 190352.64 770.884711 -713.85215 637639.214

Ecuación fuerza desplazamiento para cada barra

-770.8926451

*

0

+

-3.083035688 -0.024102575

0.049204617 0 -0.024102575 -380.6999977

256954.8375 0 770.8926451 -0.049204617

770.8926451

*

0

+

3.083035688 0.024102575

-0.049204617 0 0.024102575 380.6999977

128490.939 0 770.8926451 -0.049204617

-770.8849081

*

0

+

-3.082837695 -0.023873406

0.048736261 0 -0.023873406 -380.6999977

256949.3386 0 770.8849081 -0.048736261

770.8849081

*

0

+

3.082837695 0.023873406

-0.048736261 0 0.023873406 380.6999977

128492.399 0 770.8849081 -0.048736261

0.000197318

*

0.031931855

+

-317.25 8.72045E-005

713.8034139 -0.000712263 8.72045E-005 -1.784388866

380689.875 -5.7987E-005 -0.000197318 -713.8034139

-0.000197318

*

0.031931855

+

317.25 -8.7205E-005

-713.8034139 -0.000712263 -8.7205E-005 1.784388866

190352.6396 -5.7987E-005 -0.000197318 -713.8034139

Page 13: Análisis No Lineal

3

BARRA a

COORDENADAS (cm) PROPIEDADES GEOMETRICAS

y

0 B = 30

499.9985775 H = 45

A = 1350

LONGITUD (cm) I = 227812.5

499.9985815297

MÓDULO DE ELASTICIDAD

0.00012769

0.99999999 E = 141

EA/L = 380.70108

-0.999999992 0 12EI/L^3 = 3.08369624

0.000127692 0 6EI/L^2 = 770.921874

0 1 P2x/L = -0.001081578

0.048218752 -770.9218678

Ke12a =

-3.083702402

380.7010739 0.098440623 -0.048218752

0.098440623 256973.229 770.9218678

-0.048218752 770.9218678

Ke22a =

3.083702402

-380.7010739 -0.098440623 0.048218752

0.098440623 128486.6145 770.9218678

0.001107117 0.054078755

Ke12a =

0.001297894

-0.001081578 -6.9054E-006 -2.7622E-008

-6.9054E-006 -36.0524016 -0.054078755

-2.7622E-008 -0.054078755

Ke22a =

-0.001297894

0.001081578 6.90543E-006 2.76218E-008

-6.9054E-006 9.013100401 -0.054078755

0.049325868 -770.8677891

K12a =

-3.082404508

380.6999923 0.098433718 -0.048218779

0.098433718 256937.1766 770.8677891

Page 14: Análisis No Lineal

-0.048218779 770.8677891

K22a =

3.082404508

-380.6999923 -0.098433718 0.048218779

0.098433718 128495.6276 770.8677891

0.04828492 770.868184 -317.25 0.00017443 0.00039469

*

382.484239 713.695895 0.00017443 -1.78424649 713.794328713.695895 637616.927 -0.00039469 -713.794328 190355.2790.00017443 -0.00039469 320.332008 0.04758606 770.851917-1.78424649 -713.794328 0.04758606 382.484239 -713.891824713.794328 190355.279 770.851917 -713.891824 637605.927

Ecuación fuerza desplazamiento para cada barra

-770.8677891

*

0

+

-3.082404508 -0.048218779

0.098433718 0 -0.048218779 -380.6999923

256937.1766 0 770.8677891 -0.098433718

770.8677891

*

0

+

3.082404508 0.048218779

-0.098433718 0 0.048218779 380.6999923

128495.6276 0 770.8677891 -0.098433718

-770.8523116

*

0

+

-3.082008369 -0.047760497

0.097496121 0 -0.047760497 -380.6999924

256926.1761 0 770.8523116 -0.097496121

770.8523116

*

0

+

3.082008369 0.047760497

-0.097496121 0 0.047760497 380.6999924

128498.5483 0 770.8523116 -0.097496121

0.000394688

*

0.031949718

+

-317.25 0.000174435

713.7943283 -0.000714245 0.000174435 -1.78424649

380679.7504 -5.8005E-005 -0.000394688 -713.7943283

-0.000394688

*

0.031949718

+

317.25 -0.000174435

-713.7943283 -0.000714245 -0.000174435 1.78424649

190355.279 -5.8005E-005 -0.000394688 -713.7943283

Page 15: Análisis No Lineal

4

BARRA a

COORDENADAS (cm) PROPIEDADES GEOMETRICAS

y

0 B = 30

499.9978632 H = 45

A = 1350

LONGITUD (cm) I = 227812.5

499.9978723854

MÓDULO DE ELASTICIDAD

0.00019159

0.99999998 E = 141

EA/L = 380.70162

-0.999999982 0 12EI/L^3 = 3.08370937

0.000191592 0 6EI/L^2 = 770.924061

0 1 P2x/L = -0.001622302

0.072348561 -770.9240468

Ke12a =

-3.083723227

380.7016061 0.147702865 -0.072348561

0.147702865 256973.5935 770.9240468

-0.072348561 770.9240468

Ke22a =

3.083723227

-380.7016061 -0.147702865 0.072348561

0.147702865 128486.7967 770.9240468

0.00166062 0.081114741

Ke12a =

0.001946762

-0.001622302 -1.5541E-005 -6.2164E-008

-1.5541E-005 -54.07626507 -0.081114741

-6.2164E-008 -0.081114741

Ke22a =

-0.001946762

0.001622302 1.55409E-005 6.21640E-008

-1.5541E-005 13.51906627 -0.081114741

0.074009181 -770.842932

K12a =

-3.081776465

380.6999838 0.147687324 -0.072348623

0.147687324 256919.5172 770.842932

Page 16: Análisis No Lineal

-0.072348623 770.842932

K22a =

3.081776465

-380.6999838 -0.147687324 0.072348623

0.147687324 128500.3158 770.842932

0.07244779 770.843524 -317.25 0.00026169 0.00059211

*

382.484088 713.637556 0.00026169 -1.78410412 713.785243713.637556 637589.144 -0.00059211 -713.785243 190357.9180.00026169 -0.00059211 320.331182 0.07139959 770.819118-1.78410412 -713.785243 0.07139959 382.484088 -713.931523713.785243 190357.918 770.819118 -713.931523 637572.639

Ecuación fuerza desplazamiento para cada barra

-770.842932

*

0

+

-3.081776465 -0.072348623

0.147687324 0 -0.072348623 -380.6999838

256919.5172 0 770.842932 -0.147687324

770.842932

*

0

+

3.081776465 0.072348623

-0.147687324 0 0.072348623 380.6999838

128500.3158 0 770.842932 -0.147687324

-770.8197105

*

0

+

-3.081182027 -0.071661283

0.1462796 0 -0.071661283 -380.6999841

256903.0127 0 770.8197105 -0.1462796

770.8197105

*

0

+

3.081182027 0.071661283

-0.1462796 0 0.071661283 380.6999841

128504.6978 0 770.8197105 -0.1462796

0.000592113

*

0.031967597

+

-317.25 0.000261691

713.7852431 -0.00071623 0.000261691 -1.784104119

380669.6263 -5.8024E-005 -0.000592113 -713.7852431

-0.000592113

*

0.031967597

+

317.25 -0.000261691

-713.7852431 -0.00071623 -0.000261691 1.784104119

190357.9183 -5.8024E-005 -0.000592113 -713.7852431

Page 17: Análisis No Lineal

1

BARRA a BARRA b

PROPIEDADES GEOMETRICAS

cm

cm

MÓDULO DE ELASTICIDAD

T

0 -770.9175

Ke11b-380.7 0

0 128486.25

0 770.9175

Ke21b380.7 0

0 256972.5

0 0

Kg11b0 0

0 0

0 0

Kg21b0 0

0 0

0 -770.9175

K11b-380.7 0

0 128486.25

cm2

cm4

ton/cm2

Page 18: Análisis No Lineal

0 770.9175

K21b380.7 0

0 256972.5

Δd'xC

+

0Δd'yC 0.0625

PxCΔφ'zC 12.5Δd'xD 0 0.15Δd'yD 0.0625Δφ'zD -12.5

Ecuación fuerza desplazamiento para cada barra

-770.9175

*

0.031914007

+

0

=0 -0.000710284 0

128486.25 -0.000057968 0

770.9175

*

0.031914007

+

0

=0 -0.000710284 0

256972.5 -0.000057968 0

-770.9175

*

0.031610536

+

0

=0 -0.000931429 0

128486.25 -1.5569E-006 0

770.9175

*

0.031610536

+

0

=0 -0.000931429 0

256972.5 -1.5569E-006 0

0

*

0.031610536

+

0

=713.8125 -0.000931429 0.0625

190350 -1.5569E-006 12.5

0

*

0.031610536

+

0

=-713.8125 -0.000931429 0.0625

380700 -1.5569E-006 -12.5

Page 19: Análisis No Lineal

2

BARRA a BARRA b

PROPIEDADES GEOMETRICAS

cm

cm

MÓDULO DE ELASTICIDAD

T

-0.024102568 -770.9196856

Ke11b-380.7005385 0.049206343

-0.049206343 128486.4323

0.024102568 770.9196856

Ke21b380.7005385 -0.049206343

-0.049206343 256972.8645

-6.9038E-009 0.027040508

Kg11b0.000540811 -1.7259E-006

1.72594E-006 4.506744873

6.90379E-009 -0.027040508

Kg21b-0.000540811 1.72594E-006

1.72594E-006 -18.02697949

-0.024102575 -770.8926451

K11b-380.6999977 0.049204617

-0.049204617 128490.939

cm2

cm4

ton/cm2

Page 20: Análisis No Lineal

0.024102575 770.8926451

K21b380.6999977 -0.049204617

-0.049204617 256954.8375

Δd'xB

+

0Δd'yB 0.0625

PxCΔφ'zB 12.5Δd'xD 0 0.3Δd'yD 0.0625Δφ'zD -12.5

Ecuación fuerza desplazamiento para cada barra

-770.8926451

*

0.031931855

+

0

=0.049204617 -0.000712263 0

128490.939 -5.7987E-005 0

770.8926451

*

0.031931855

+

0

=-0.049204617 -0.000712263 0

256954.8375 -5.7987E-005 0

-770.8849081

*

0.031628398

+

0

=0.048736261 -0.000933473 0

128492.399 -1.5712E-006 0

770.8849081

*

0.031628398

+

0

=-0.048736261 -0.000933473 0

256949.3386 -1.5712E-006 0

0.000197318

*

0.031628398

+

0

=713.8034139 -0.000933473 0.0625

190352.6396 -1.5712E-006 12.5

-0.000197318

*

0.031628398

+

0

=-713.8034139 -0.000933473 0.0625

380689.875 -1.5712E-006 -12.5

Page 21: Análisis No Lineal

3

BARRA a BARRA b

PROPIEDADES GEOMETRICAS

cm

cm

MÓDULO DE ELASTICIDAD

T

-0.048218752 -770.9218678

Ke11b-380.7010739 0.098440623

-0.098440623 128486.6145

0.048218752 770.9218678

Ke21b380.7010739 -0.098440623

-0.098440623 256973.229

-2.7622E-008 0.054078755

Kg11b0.001081578 -6.9054E-006

6.90543E-006 9.013100401

2.76218E-008 -0.054078755

Kg21b-0.001081578 6.90543E-006

6.90543E-006 -36.0524016

-0.048218779 -770.8677891

K11b-380.6999923 0.098433718

-0.098433718 128495.6276

cm2

cm4

ton/cm2

Page 22: Análisis No Lineal

0.048218779 770.8677891

K21b380.6999923 -0.098433718

-0.098433718 256937.1766

Δd'xB

+

0Δd'yB 0.0625

PxCΔφ'zB 12.5Δd'xD 0 0.45Δd'yD 0.0625Δφ'zD -12.5

Ecuación fuerza desplazamiento para cada barra

-770.8677891

*

0.031949718

+

0

=0.098433718 -0.000714245 0

128495.6276 -5.8005E-005 0

770.8677891

*

0.031949718

+

0

=-0.098433718 -0.000714245 0

256937.1766 -5.8005E-005 0

-770.8523116

*

0.031646276

+

0

=0.097496121 -0.00093552 0

128498.5483 -1.5856E-006 0

770.8523116

*

0.031646276

+

0

=-0.097496121 -0.00093552 0

256926.1761 -1.5856E-006 0

0.000394688

*

0.031646276

+

0

=713.7943283 -0.00093552 0.0625

190355.279 -1.5856E-006 12.5

-0.000394688

*

0.031646276

+

0

=-713.7943283 -0.00093552 0.0625

380679.7504 -1.5856E-006 -12.5

Page 23: Análisis No Lineal

4

BARRA a BARRA b

PROPIEDADES GEOMETRICAS

cm

cm

MÓDULO DE ELASTICIDAD

T

-0.072348561 -770.9240468

Ke11b-380.7016061 0.147702865

-0.147702865 128486.7967

0.072348561 770.9240468

Ke21b380.7016061 -0.147702865

-0.147702865 256973.5935

-6.2164E-008 0.081114741

Kg11b0.001622302 -1.5541E-005

1.55409E-005 13.51906627

6.21640E-008 -0.081114741

Kg21b-0.001622302 1.55409E-005

1.55409E-005 -54.07626507

-0.072348623 -770.842932

K11b-380.6999838 0.147687324

-0.147687324 128500.3158

cm2

cm4

ton/cm2

Page 24: Análisis No Lineal

0.072348623 770.842932

K21b380.6999838 -0.147687324

-0.147687324 256919.5172

Δd'xB

+

0Δd'yB 0.0625

PxCΔφ'zB 12.5Δd'xD 0 0.6Δd'yD 0.0625Δφ'zD -12.5

Ecuación fuerza desplazamiento para cada barra

-770.842932

*

0.031967597

+

0

=0.147687324 -0.00071623 0

128500.3158 -5.8024E-005 0

770.842932

*

0.031967597

+

0

=-0.147687324 -0.00071623 0

256919.5172 -5.8024E-005 0

-770.8197105

*

0.031664169

+

0

=0.1462796 -0.000937571 0

128504.6978 -1.6001E-006 0

770.8197105

*

0.031664169

+

0

=-0.1462796 -0.000937571 0

256903.0127 -1.6001E-006 0

0.000592113

*

0.031664169

+

0

=713.7852431 -0.000937571 0.0625

190357.9183 -1.6001E-006 12.5

-0.000592113

*

0.031664169

+

0

=-713.7852431 -0.000937571 0.0625

380669.6263 -1.6001E-006 -12.5

Page 25: Análisis No Lineal

1

BARRA b

COORDENADAS (cm) PROPIEDADES GEOMETRICAS

x y

1 800 0 B

2 800 500 H

A

LONGITUD (cm) I

500

MÓDULO DE ELASTICIDAD

l = 0

m = 1 E

EA/L

=

0 -1 0 12EI/L^3

1 0 0 6EI/L^2

0 0 1 P2x/L

=

3.084 0.000 -770.918

Ke12b0.000 380.700 0.000

-770.918 0.000 256972.500

=

-3.084 0.000 770.918

Ke22b0.000 -380.700 0.000

-770.918 0.000 128486.250

=

0 0 0

Ke12b0 0 0

0 0 0

=

0 0 0

Ke22b0 0 0

0 0 0

=

3.08367 0 -770.9175

K12b0 380.7 0

-770.9175 0 256972.5

Page 26: Análisis No Lineal

=

-3.08367 0 770.9175

K22b0 -380.7 0

-770.9175 0 128486.25

PyC PyDC D

dx dy φz dx-0.25 -0.25 0.03191401 -0.00071028 -5.797E-005 0.03161054

Ecuación fuerza desplazamiento para cada barra Rotación al sistema local

-0.0537

Barra a

0.2704

17.1550

0.0537

-0.2704

9.7069

-0.0963

Barra b

0.3546

24.1691

0.0963

-0.3546

23.9690

0.0963

Barra c

0.0204

-9.7069

-0.0963

0.1046

-23.9690

ΔP1a

ΔP2a

ΔP1b

ΔP2b

ΔP1c

ΔP2c

Page 27: Análisis No Lineal

2

BARRA b

COORDENADAS (cm) PROPIEDADES GEOMETRICAS

x y

1 800 0 B

2 800.0316105 499.9990686 H

A

LONGITUD (cm) I

499.9990695705

MÓDULO DE ELASTICIDAD

l = 6.3221E-005

m = 1 E

EA/L

=

6.32212E-005 -0.999999998 0 12EI/L^3

0.999999998 6.32212E-005 0 6EI/L^2

0 0 1 P2x/L

=

3.084 0.024 -770.920

Ke12b0.024 380.701 0.049

-770.920 0.049 256972.978

=

-3.084 -0.024 770.920

Ke22b-0.024 -380.701 -0.049

-770.920 0.049 128486.489

=

-0.000851029 0.000721835 0.035459492

Ke12b0.000721835 -0.000709191 -2.2418E-006

0.035459492 -2.2418E-006 -23.63961761

=

0.000851029 -0.000000009 -0.035459492

Ke22b-0.000000009 0.000709191 2.24179E-006

0.035459492 -2.2418E-006 5.909904403

=

3.082837695 0.024595233 -770.8849081

K12b0.024595233 380.6999977 0.048736261

-770.8849081 0.048736261 256949.3386

Page 28: Análisis No Lineal

=

-3.082837695 -0.023873406 770.8849081

K22b-0.023873406 -380.6999977 -0.048736261

-770.8849081 0.048736261 128492.399

PyC PyDB D

dx dy φz dx-0.5 -0.5 0.06384586 -0.00142255 -0.00011595 0.06323893

Ecuación fuerza desplazamiento para cada barra Rotación al sistema local

-0.0537

Barra a

0.2704

17.1653

0.0537

-0.2704

9.7161

-0.0963

Barra b

0.3546

24.1800

0.0963

-0.3546

23.9782

0.0963

Barra c

0.0204

-9.7161

-0.0963

0.1046

-23.9782

ΔP1a

ΔP2a

ΔP1b

ΔP2b

ΔP1c

ΔP2c

Page 29: Análisis No Lineal

3

BARRA b

COORDENADAS (cm) PROPIEDADES GEOMETRICAS

x y

1 800 0 B

2 800.0632389 499.9981351 H

A

LONGITUD (cm) I

499.9981390977

MÓDULO DE ELASTICIDAD

l = 0.00012648

m = 0.99999999 E

EA/L

=

0.000126478 -0.999999992 0 12EI/L^3

0.999999992 0.000126478 0 6EI/L^2

0 0 1 P2x/L

=

3.084 0.048 -770.923

Ke12b0.048 380.701 0.098

-770.923 0.098 256973.456

=

-3.084 -0.048 770.923

Ke22b-0.048 -380.701 -0.098

-770.923 0.098 128486.728

=

-0.001702103 0.001443714 0.070920676

Ke12b0.001443714 -0.001418419 -8.9699E-006

0.070920676 -8.9699E-006 -47.28027508

=

0.001702103 -3.5880E-008 -0.070920676

Ke22b-3.5880E-008 0.001418419 8.96993E-006

0.070920676 -8.9699E-006 11.82006877

=

3.082008369 0.049204175 -770.8523116

K12b0.049204175 380.6999924 0.097496121

-770.8523116 0.097496121 256926.1761

Page 30: Análisis No Lineal

=

-3.082008369 -0.047760497 770.8523116

K22b-0.047760497 -380.6999924 -0.097496121

-770.8523116 0.097496121 128498.5483

PyC PyDB D

dx dy φz dx-0.75 -0.75 0.09579558 -0.00213679 -0.00017396 0.09488521

Ecuación fuerza desplazamiento para cada barra Rotación al sistema local

-0.0537

Barra a

0.2704

17.1756

0.0537

-0.2704

9.7254

-0.0963

Barra b

0.3546

24.1909

0.0963

-0.3546

23.9873

0.0963

Barra c

0.0204

-9.7254

-0.0963

0.1046

-23.9873

ΔP1a

ΔP2a

ΔP1b

ΔP2b

ΔP1c

ΔP2c

Page 31: Análisis No Lineal

4

BARRA b

COORDENADAS (cm) PROPIEDADES GEOMETRICAS

x y

1 800 0 B

2 800.0948852 499.9971996 H

A

LONGITUD (cm) I

499.9972085815

MÓDULO DE ELASTICIDAD

l = 0.00018977

m = 0.99999998 E

EA/L

=

0.000189771 -0.999999982 0 12EI/L^3

0.999999982 0.000189771 0 6EI/L^2

0 0 1 P2x/L

=

3.084 0.072 -770.926

Ke12b0.072 380.702 0.146

-770.926 0.146 256973.935

=

-3.084 -0.072 770.926

Ke22b-0.072 -380.702 -0.146

-770.926 0.146 128486.967

=

-0.00255322 0.002165637 0.106383552

Ke12b0.002165637 -0.002127683 -2.0189E-005

0.106383552 -2.0189E-005 -70.92197343

=

0.00255322 -8.0755E-008 -0.106383552

Ke22b-8.0755E-008 0.002127683 2.01886E-005

0.106383552 -2.0189E-005 17.73049336

=

3.081182027 0.073826839 -770.8197105

K12b0.073826839 380.6999841 0.1462796

-770.8197105 0.1462796 256903.0127

Page 32: Análisis No Lineal

=

-3.081182027 -0.071661283 770.8197105

K22b-0.071661283 -380.6999841 -0.1462796

-770.8197105 0.1462796 128504.6978

PyC PyDB D

dx dy φz dx-1 -1 0.12776318 -0.00285302 -0.00023198 0.12654938

Ecuación fuerza desplazamiento para cada barra Rotación al sistema local

-0.0537

Barra a

0.2703

17.1860

0.0537

-0.2703

9.7346

-0.0963

Barra b

0.3547

24.2019

0.0963

-0.3547

23.9964

0.0963

Barra c

0.0203

-9.7346

-0.0963

0.1047

-23.9964

ΔP1a

ΔP2a

ΔP1b

ΔP2b

ΔP1c

ΔP2c

Page 33: Análisis No Lineal

1

BARRA b

PROPIEDADES GEOMETRICAS

= 30 cm

= 45 cm

= 1350

= 227812.5

MÓDULO DE ELASTICIDAD

= 141

= 380.7

= 3.08367

= 770.9175

= 0

=

-3.084 0.000 -770.918

0.000 -380.700 0.000

770.918 0.000 128486.250

=

3.084 0.000 770.918

0.000 380.700 0.000

770.918 0.000 256972.500

=

0 0 0

0 0 0

0 0 0

=

0 0 0

0 0 0

0 0 0

=

-3.08367 0 -770.9175

0 -380.7 0

770.9175 0 128486.25

cm2

cm4

ton/cm2

Page 34: Análisis No Lineal

=

3.08367 0 770.9175

0 380.7 0

770.9175 0 256972.5

D P2xa P2xb P2xc

dy φz-0.00093143 -1.557E-006 -0.27040508 -0.35459492 -0.09627625

Rotación al sistema local

=0 1 0

*-0.05372375

-1 0 0 0.270405080 0 1 17.1549811

=0 1 0

*0.05372375

-1 0 0 -0.270405080 0 1 9.70689543

=0 1 0

*-0.09627625

-1 0 0 0.354594920 0 1 24.1690797

=0 1 0

*0.09627625

-1 0 0 -0.354594920 0 1 23.9690438

=1 0 0

*0.09627625

0 1 0 0.020405080 0 1 -9.70689543

=1 0 0

*-0.09627625

0 1 0 0.104594920 0 1 -23.9690438

Page 35: Análisis No Lineal

2

BARRA b

PROPIEDADES GEOMETRICAS

= 30 cm

= 45 cm

= 1350

= 227812.5

MÓDULO DE ELASTICIDAD

= 141

= 380.700708

= 3.08368721

= 770.920369

= -0.000709191

=

-3.084 -0.024 -770.920

-0.024 -380.701 0.049

770.920 -0.049 128486.489

=

3.084 0.024 770.920

0.024 380.701 -0.049

770.920 -0.049 256972.978

=

0.000851029 -0.000000009 0.035459492

-0.000000009 0.000709191 -2.2418E-006

-0.035459492 2.24179E-006 5.909904403

=

-0.000851029 0.000000009 -0.035459492

0.000000009 -0.000709191 2.24179E-006

-0.035459492 2.24179E-006 -23.63961761

=

-3.082837695 -0.023873406 -770.8849081

-0.023873406 -380.6999977 0.048736261

770.8849081 -0.048736261 128492.399

cm2

cm4

ton/cm2

Page 36: Análisis No Lineal

=

3.082837695 0.023873406 770.8849081

0.023873406 380.6999977 -0.048736261

770.8849081 -0.048736261 256949.3386

D P2xa P2xb P2xc

dy φz-0.0018649 -3.128E-006 -0.54078756 -0.70920677 -0.19254796

Rotación al sistema local

=6.3828E-005 1 0

*-0.05372841

-1 6.3828E-005 0 0.270385910 0 1 17.1653091

=6.3828E-005 1 0

*0.05372841

-1 6.3828E-005 0 -0.270385910 0 1 9.71611888

=6.3221E-005 1 0

*-0.09627168

-1 6.3221E-005 0 0.354617930 0 1 24.1800068

=6.3221E-005 1 0

*0.09627168

-1 6.3221E-005 0 -0.354617930 0 1 23.9781688

=1 -2.764E-007 0

*0.09627159

2.7643E-007 1 0 0.020385910 0 1 -9.71611888

=1 -2.764E-007 0

*-0.09627168

2.7643E-007 1 0 0.104617930 0 1 -23.9781688

Page 37: Análisis No Lineal

3

BARRA b

PROPIEDADES GEOMETRICAS

= 30 cm

= 45 cm

= 1350

= 227812.5

MÓDULO DE ELASTICIDAD

= 141

= 380.701417

= 3.08370443

= 770.923238

= -0.001418419

=

-3.084 -0.048 -770.923

-0.048 -380.701 0.098

770.923 -0.098 128486.728

=

3.084 0.048 770.923

0.048 380.701 -0.098

770.923 -0.098 256973.456

=

0.001702103 -3.5880E-008 0.070920676

-3.5880E-008 0.001418419 -8.9699E-006

-0.070920676 8.96993E-006 11.82006877

=

-0.001702103 3.58799E-008 -0.070920676

3.58799E-008 -0.001418419 8.96993E-006

-0.070920676 8.96993E-006 -47.28027508

=

-3.082008369 -0.047760497 -770.8523116

-0.047760497 -380.6999924 0.097496121

770.8523116 -0.097496121 128498.5483

cm2

cm4

ton/cm2

Page 38: Análisis No Lineal

=

3.082008369 0.047760497 770.8523116

0.047760497 380.6999924 -0.097496121

770.8523116 -0.097496121 256926.1761

D P2xa P2xb P2xc

dy φz-0.00280042 -4.714E-006 -0.81114743 -1.06383554 -0.28881512

Rotación al sistema local

=0.00012769 0.99999999 0

*-0.05373307

-1 0.00012769 0 0.270366730 0 1 17.1756462

=0.00012769 0.99999999 0

*0.05373307

-1 0.00012769 0 -0.270366730 0 1 9.72535024

=0.00012648 0.99999999 0

*-0.09626711

-1 0.00012648 0 0.354640950 0 1 24.1909426

=0.00012648 0.99999999 0

*0.09626711

-1 0.00012648 0 -0.354640950 0 1 23.9873017

=1 -5.529E-007 0

*0.09626693

5.5294E-007 1 0 0.020366730 0 1 -9.72535024

=1 -5.529E-007 0

*-0.09626711

5.5294E-007 1 0 0.104640950 0 1 -23.9873017

Page 39: Análisis No Lineal

4

BARRA b

PROPIEDADES GEOMETRICAS

= 30 cm

= 45 cm

= 1350

= 227812.5

MÓDULO DE ELASTICIDAD

= 141

= 380.702125

= 3.08372165

= 770.926108

= -0.002127683

=

-3.084 -0.072 -770.926

-0.072 -380.702 0.146

770.926 -0.146 128486.967

=

3.084 0.072 770.926

0.072 380.702 -0.146

770.926 -0.146 256973.935

=

0.00255322 -8.0755E-008 0.106383552

-8.0755E-008 0.002127683 -2.0189E-005

-0.106383552 2.01886E-005 17.73049336

=

-0.00255322 8.07547E-008 -0.106383552

8.07547E-008 -0.002127683 2.01886E-005

-0.106383552 2.01886E-005 -70.92197343

=

-3.081182027 -0.071661283 -770.8197105

-0.071661283 -380.6999841 0.1462796

770.8197105 -0.1462796 128504.6978

cm2

cm4

ton/cm2

Page 40: Análisis No Lineal

=

3.081182027 0.071661283 770.8197105

0.071661283 380.6999841 -0.1462796

770.8197105 -0.1462796 256903.0127

D P2xa P2xb P2xc

dy φz-0.00373799 -6.314E-006 -1.08148467 -1.41848126 -0.38507773

Rotación al sistema local

=0.00019159 0.99999998 0

*-0.05373774

-1 0.00019159 0 0.270347540 0 1 17.1859924

=0.00019159 0.99999998 0

*0.05373774

-1 0.00019159 0 -0.270347540 0 1 9.7345895

=0.00018977 0.99999998 0

*-0.09626252

-1 0.00018977 0 0.3546640 0 1 24.2018873

=0.00018977 0.99999998 0

*0.09626252

-1 0.00018977 0 -0.3546640 0 1 23.9964424

=1 -8.295E-007 0

*0.09626226

8.2954E-007 1 0 0.020347540 0 1 -9.7345895

=1 -8.295E-007 0

*-0.09626252

8.2954E-007 1 0 0.1046640 0 1 -23.9964424

Page 41: Análisis No Lineal

1

BARRA c

COORDENADAS (cm)

x y

1 0 500

2 800 500

LONGITUD (cm)

800

l = 1

m = 0

T =

1 0 0

0 1 0

0 0 1

K11c =

317.250 0.000 0.000

0.000 1.785 713.813

0.000 713.813 380700.000

K21c =

-317.250 0.000 0.000

0.000 -1.785 -713.813

0.000 713.813 190350.000

Kg11c =

0 0 0

0 0 0

0 0 0

Kg21c =

0 0 0

0 0 0

0 0 0

K11c =

317.25 0 0

0 1.78453125 713.8125

0 713.8125 380700

Page 42: Análisis No Lineal

K21c =

-317.25 0 0

0 -1.78453125 -713.8125

0 713.8125 190350

Rotación al sistema local

=0.2700.054

17.155

=-0.270-0.0549.707

=0.3550.096

24.169

=-0.355-0.09623.969

=0.0960.020-9.707

=-0.0960.105

-23.969

Page 43: Análisis No Lineal

2

BARRA c

COORDENADAS (cm)

x y

1 0.031914007 499.9992897

2 800.0316105 499.9990686

LONGITUD (cm)

799.9996965288

l = 1

m = -2.764E-007

T =

1 2.76431E-007 0

-2.7643E-007 1 0

0 0 1

K11c =

317.250 0.000 0.000

0.000 1.785 713.813

0.000 713.813 380700.144

K21c =

-317.250 0.000 0.000

0.000 -1.785 -713.813

0.000 713.813 190350.072

Kg11c =

-0.000120345 0.00012029 -2.6614E-009

0.00012029 -0.000144414 -0.009627625

-2.6614E-009 -0.009627625 -10.26946245

Kg21c =

0.000120345 6.65344E-012 2.66138E-009

6.65344E-012 0.000144414 0.009627625

-2.6614E-009 -0.009627625 2.567365611

K11c =

317.25 3.30855E-005 0.000197318

3.30855E-005 1.784388866 713.8034139

0.000197318 713.8034139 380689.875

Page 44: Análisis No Lineal

K21c =

-317.25 8.72045E-005 -0.000197318

8.72045E-005 -1.784388866 -713.8034139

0.000197318 713.8034139 190352.6396

Rotación al sistema local

=0.2700.054

17.165

=-0.270-0.0549.716

=0.3550.096

24.180

=-0.355-0.09623.978

=0.0960.020-9.716

=-0.0960.105

-23.978

Page 45: Análisis No Lineal

3

BARRA c

COORDENADAS (cm)

x y

1 0.063845863 499.9985775

2 800.0632389 499.9981351

LONGITUD (cm)

799.999393072

l = 1

m = -5.529E-007

T =

1 5.52944E-007 0

-5.5294E-007 1 0

0 0 1

K11c =

317.250 0.000 0.000

0.000 1.785 713.814

0.000 713.814 380700.289

K21c =

-317.250 0.000 0.000

0.000 -1.785 -713.814

0.000 713.814 190350.144

Kg11c =

-0.000240685 0.000240575 -1.0647E-008

0.000240575 -0.000288822 -0.019254796

-1.0647E-008 -0.019254796 -20.53843311

Kg21c =

0.000240685 2.66171E-011 1.06468E-008

2.66171E-011 0.000288822 0.019254796

-1.0647E-008 -0.019254796 5.134608277

K11c =

317.25 6.61396E-005 0.000394688

6.61396E-005 1.78424649 713.7943283

0.000394688 713.7943283 380679.7504

Page 46: Análisis No Lineal

K21c =

-317.25 0.000174435 -0.000394688

0.000174435 -1.78424649 -713.7943283

0.000394688 713.7943283 190355.279

Rotación al sistema local

=0.2700.054

17.176

=-0.270-0.0549.725

=0.3550.096

24.191

=-0.355-0.09623.987

=0.0960.020-9.725

=-0.0960.105

-23.987

Page 47: Análisis No Lineal

4

BARRA c

COORDENADAS (cm)

x y

1 0.095795581 499.9978632

2 800.0948852 499.9971996

LONGITUD (cm)

799.9990896295

l = 1

m = -8.295E-007

T =

1 8.29539E-007 0

-8.2954E-007 1 0

0 0 1

K11c =

317.250 0.000 0.001

0.000 1.785 713.814

0.001 713.814 380700.433

K21c =

-317.250 0.000 -0.001

0.000 -1.785 -713.814

0.001 713.814 190350.217

Kg11c =

-0.000361019 0.000360853 -0.000000024

0.000360853 -0.000433223 -0.028881512

-0.000000024 -0.028881512 -30.80691109

Kg21c =

0.000361019 5.98959E-011 0.000000024

5.98959E-011 0.000433223 0.028881512

-0.000000024 -0.028881512 7.701727772

K11c =

317.25 9.91623E-005 0.000592113

9.91623E-005 1.784104119 713.7852431

0.000592113 713.7852431 380669.6263

Page 48: Análisis No Lineal

K21c =

-317.25 0.000261691 -0.000592113

0.000261691 -1.784104119 -713.7852431

0.000592113 713.7852431 190357.9183

Rotación al sistema local

=0.2700.054

17.186

=-0.270-0.0549.735

=0.3550.096

24.202

=-0.355-0.09623.996

=0.0960.020-9.735

=-0.0960.105

-23.996

Page 49: Análisis No Lineal

1

BARRA c

PROPIEDADES GEOMETRICAS

B = 30 cm

H = 60 cm

A = 1800

I = 540000

MÓDULO DE ELASTICIDAD

E = 141

EA/L = 317.25

12EI/L^3 = 1.78453125

6EI/L^2 = 713.8125

P2x/L = 0

K12c =

-317.250 0.000 0.000

0.000 -1.785 713.813

0.000 -713.813 190350.000

K22c =

317.250 0.000 0.000

0.000 1.785 -713.813

0.000 -713.813 380700.000

Ke12c =

0 0 0

0 0 0

0 0 0

Ke22c =

0 0 0

0 0 0

0 0 0

K12c =

-317.25 0 0

0 -1.78453125 713.8125

0 -713.8125 190350

cm2

cm4

ton/cm2

Page 50: Análisis No Lineal

K22c =

317.25 0 0

0 1.78453125 -713.8125

0 -713.8125 380700

Page 51: Análisis No Lineal

2

BARRA c

PROPIEDADES GEOMETRICAS

B = 30 cm

H = 60 cm

A = 1800

I = 540000

MÓDULO DE ELASTICIDAD

E = 141

EA/L = 317.25012

12EI/L^3 = 1.78453328

6EI/L^2 = 713.813042

P2x/L = -0.000120345

K12c =

-317.250 0.000 0.000

0.000 -1.785 713.813

0.000 -713.813 190350.072

K22c =

317.250 0.000 0.000

0.000 1.785 -713.813

0.000 -713.813 380700.144

Ke12c =

0.000120345 6.65344E-012 -2.6614E-009

6.65344E-012 0.000144414 -0.009627625

2.66138E-009 0.009627625 2.567365611

Ke22c =

-0.000120345 -6.6534E-012 2.66138E-009

-6.6534E-012 -0.000144414 0.009627625

2.66138E-009 0.009627625 -10.26946245

K12c =

-317.25 8.72045E-005 0.000197318

8.72045E-005 -1.784388866 713.8034139

-0.000197318 -713.8034139 190352.6396

cm2

cm4

ton/cm2

Page 52: Análisis No Lineal

K22c =

317.25 -8.7205E-005 -0.000197318

-8.7205E-005 1.784388866 -713.8034139

-0.000197318 -713.8034139 380689.875

Page 53: Análisis No Lineal

3

BARRA c

PROPIEDADES GEOMETRICAS

B = 30 cm

H = 60 cm

A = 1800

I = 540000

MÓDULO DE ELASTICIDAD

E = 141

EA/L = 317.250241

12EI/L^3 = 1.78453531

6EI/L^2 = 713.813583

P2x/L = -0.000240685

K12c =

-317.250 0.000 0.000

0.000 -1.785 713.814

0.000 -713.814 190350.144

K22c =

317.250 0.000 0.000

0.000 1.785 -713.814

0.000 -713.814 380700.289

Ke12c =

0.000240685 2.66171E-011 -1.0647E-008

2.66171E-011 0.000288822 -0.019254796

1.06468E-008 0.019254796 5.134608277

Ke22c =

-0.000240685 -2.6617E-011 1.06468E-008

-2.6617E-011 -0.000288822 0.019254796

1.06468E-008 0.019254796 -20.53843311

K12c =

-317.25 0.000174435 0.000394688

0.000174435 -1.78424649 713.7943283

-0.000394688 -713.7943283 190355.279

cm2

cm4

ton/cm2

Page 54: Análisis No Lineal

K22c =

317.25 -0.000174435 -0.000394688

-0.000174435 1.78424649 -713.7943283

-0.000394688 -713.7943283 380679.7504

Page 55: Análisis No Lineal

4

BARRA c

PROPIEDADES GEOMETRICAS

B = 30 cm

H = 60 cm

A = 1800

I = 540000

MÓDULO DE ELASTICIDAD

E = 141

EA/L = 317.250361

12EI/L^3 = 1.78453734

6EI/L^2 = 713.814125

P2x/L = -0.000361019

K12c =

-317.250 0.000 0.001

0.000 -1.785 713.814

-0.001 -713.814 190350.217

K22c =

317.250 0.000 -0.001

0.000 1.785 -713.814

-0.001 -713.814 380700.433

Ke12c =

0.000361019 5.98959E-011 -0.000000024

5.98959E-011 0.000433223 -0.028881512

0.000000024 0.028881512 7.701727772

Ke22c =

-0.000361019 -5.9896E-011 0.000000024

-5.9896E-011 -0.000433223 0.028881512

0.000000024 0.028881512 -30.80691109

K12c =

-317.25 0.000261691 0.000592113

0.000261691 -1.784104119 713.7852431

-0.000592113 -713.7852431 190357.9183

cm2

cm4

ton/cm2

Page 56: Análisis No Lineal

K22c =

317.25 -0.000261691 -0.000592113

-0.000261691 1.784104119 -713.7852431

-0.000592113 -713.7852431 380669.6263

Page 57: Análisis No Lineal

1

BARRA c

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2

BARRA c

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3

BARRA c

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4

BARRA c

Page 64: Análisis No Lineal