UNIVERSIDAD NACIONAL DE HUANCAVELICA VII CICLO

1.67

1.73

1.71

1.71

1.70

1.70

1.70

01)

KAB= KBA= KEF= KFE= KGH= KHG= 27

KBC= KCB= KDE= KED= 27

KBE= KEB= KCD= KDC= 38.40

KEG= KGE= 42.67

02)

UA= UF= UH= 0

UBA= -0.146

UBE= -0.208 = -0.50 OK..!!

UBC= -0.146

UCB= -0.206

UCD= -0.294 = -0.50 OK..!!

UDC= -0.294

UDE= -0.206 = -0.50 OK..!!

UED= -0.10

UEB= -0.14

UEG= -0.16 = -0.50 OK..!!

UEF= -0.10

UGE= -0.306

UGH= -0.194 = -0.50 OK..!!

UD=

UE=

UG=

PASOS A SEGUIR:

CALCULO DE RIGIDECES RELATIVAS

CALCULO DE COEFICIENTE DE GIRO

UB=

UC=

ANALISIS ESTRUCTURAL IIJANAMPA COTERA MISAEL

UNIVERSIDAD NACIONAL DE HUANCAVELICA VII CICLO

03)

AB= EF= GH= -0.50 -1.50 OK..!!

BC= DE= -0.75 -1.50 OK..!!

04)

MCD= _MDC= -6.25

MBE= _MEB= -8.33

MEG= _MGE= -5.06

CALCULO DE COEFICIENTE DE DESPLAZAMIENTO

1PISO=

2PISO=

CALCULO DE MOMENTO DE EMPOTRAMIENTO PERFECTO

ANALISIS ESTRUCTURAL IIJANAMPA COTERA MISAEL

UNIVERSIDAD NACIONAL DE HUANCAVELICA VII CICLO

-6.25 6.25

-6.25 -0.29 2.37 -1.83 -0.3 6.25

-0.21 2.46 -2.22 -0.21

1.67 2.43 -2.27 -1.29

1.73 2.43 -2.27 -1.56

1.71 2.42 -2.27 -1.59

1.71 2.42 -2.27 -1.60

1.70 2.42 -2.27 -1.60

1.70 -1.60

1.70 -1.60

0.97 -0.75 -0.18 -0.75

1.12 -0.88 -0.10 -0.88

1.12 -0.89 -0.09 -0.89

1.12 -0.87 -0.09 -0.87

1.12 -0.86 -0.09 -0.86

1.12 -0.85 -0.09 -0.85

1.12 -0.85 -0.09 -0.85

-0.15 -8.33 8.33 -0.10 -5.06 5.06

-8.33 -0.208 1.38 -0.26 -0.14 3.27 -0.16 -0.29 -1.55 -0.31 5.06

-0.15 1.59 -0.15 -0.10 -0.16 -1.49 -0.19

0.97 1.60 -0.12 -0.18 -0.14 -1.49 -0.98

1.12 1.59 -0.12 -0.10 -0.14 -1.49 -0.94

1.12 1.59 -0.12 -0.09 -0.14 -1.50 -0.94

1.12 1.59 -0.12 -0.09 -0.14 -1.50 -0.95

1.12 1.59 -0.12 -0.09 -0.14 -1.50 -0.95

1.12 -0.09 -0.95

1.12 -0.09 -0.95

-0.50 -0.50 -0.50

0.09 0.09 0.09

-0.04 -0.04 -0.04

-0.05 -0.05 -0.05

-0.04 -0.04 -0.04

-0.04 -0.04 -0.04

-0.04 -0.04 -0.04

ANALISIS ESTRUCTURAL IIJANAMPA COTERA MISAEL

UNIVERSIDAD NACIONAL DE HUANCAVELICA VII CICLO

05)

MAB=

MBA=

MBE=

MBC=

MCB=

MCD=

MDC=

MDE=

MED=

MEB=

MEF=

MFE=

MEG=

MGE=

MGH=

MHG=

MOMENTOS FINALES

-2.62 Tn*m

9.67 Tn*m

-0.22 Tn*m

1.08 Tn*m

2.19 Tn*m

-5.28 Tn*m

3.09 Tn*m

3.67 Tn*m

1.93 Tn*m

-1.93 Tn*m

-0.99 Tn*m

-6.83 Tn*m

-0.13 Tn*m

-3.67 Tn*m

4.13 Tn*m

-4.13 Tn*m

ANALISIS ESTRUCTURAL IIJANAMPA COTERA MISAEL