Memoria Estructura Portachuello

DISEÑO ESTRUCTURAL

DISEÑO ESTRUCTURAL CUBIERTA POLIDEPORTIVO

VEREDA PORTACHUELO- MUNICIPIO DE IMUES - NARIÑO

DISEÑO ESTRUCTURAL

1. MEMORIA.

El presente documento contempla el dimensionado y cálculo de las estructuras para la

construcción de la cubierta del polideportivo en la vereda Portachuelo Municipio de

Imues – Nariño.

1.1 GENERALIDADES.

El proyecto consiste en el cálculo estructural de los siguientes elementos:

Nave principal en estructura metálica.

Cimentación en concreto reforzado.

2 DESCRIPCION DE LA ESTRUCTURA

2.1 Ubicación

Ubicada en la zona rural del municipio de Imues - Nariño

2.2 Uso

La edificación va a ser usada como auditorio para eventosdeportivos y culturales.

2.3 Normas de cálculo.

Las normas utilizadas para el diseño son las Normas Colombianas de Diseño y

Construcción Sismo Resistente.

Titulo A. REQUISITOS GENERALES PARA DISEÑO Y CONSTRUCCION SISMO RESISTENTE

Titulo B. CARGAS DE DISEÑO

Titulo C. CONCRETO ESTRUCTURAL

Titulo F. DISEÑO DE ESTRUCTURAS METALICAS

Titulo H. ESTUDIOS GEOTECNICOS

LRFD (AISI, AISC)

ACI 318-05

DISEÑO ESTRUCTURAL

2. MATERIALES

ACESCO (PORTICO)

Fy=35.15 Kg/mm2 Grado 50

Fu =45.7 Kg/mm2 Grado 50

Módulo de elasticidad 2 x 10 E+6 Kg/cm²

Peso unitario 0.0078 Kg/cm³

Coeficiente de dilatación térmica 0.0000121/c

ACERO A36 (DIAGONAL CRUZETAS)

Tención de fluencia del acero fy = 2530 Kg/cm²

Resistencia ultima del acero Fu 4078 Kg/cm²

Módulo de elasticidad 2 x 10 E+6 Kg/cm²

Peso unitario 0.0078 Kg/cm³

Coeficiente de dilatación térmica 0.0000121/c

CONCRETO

Tención de fluencia del acero fy = 4200 Kg/cm²

Resistencia ultima del acero Fu 4078 Kg/cm²

Tención de rotura f`c = 210 Kg/cm²

Módulo de elasticidadconcreto 2.1 x 10 E+5 Kg/cm²

Módulo de elasticidadacero 2.9 x 10 E+7 Kg/cm²

Peso unitario 0.0024 Kg/cm³

Coeficiente de dilatación térmica 0.0000121/c

DISEÑO ESTRUCTURAL

SOLDADURAS : soldadura E 6013 50-250

TORNILLERIA A-325 GRADO 50

3 SISTEMA ESTRUCTURAL

Sistema estructural compuesto por cerchas metálicas perfil ACESCO PHRC,

unidas por medio de correas continuas, estas cerchas vienen apoyadas sobre

pedestales en concreto

La cantidad de cerchas tipo Warren Curve son siete.

DISEÑO ESTRUCTURAL

Las dimensiones a ejes de la nave son las siguientes:

Largo: 31.8 m

Ancho: 21.22 m

Altura hombro sobre pedestal : 9.11 m

Altura desde piso: 9.21 m

Cimentación

Altura total de cimentación 1.6 m

Altura pedestal desde piso 10 cm

Profundidad de cimentación 1.5

Área de cimentación 1.1 X 1.1 m

Vigas de cimentación sección 30X 35 cm

DISEÑO ESTRUCTURAL

DATOS DEL SUELO

Peso unitario húmedo 12600 Kg/m³

Capacidad portante del suelo 1030 kg/m²

Cohesión 630 kg/m²

Sección de perfil en acero estructural utilizados

Perfil PHR-C 220x80x20 _ 3 mm DOBLE

Perfil PHR-C 100x50x15 _ 3 mm DOBLE

Angulo 1”x1 1/2”x 3/16”

Templete Ø 5/8”

Separadores Ø 3/8”

Correa en perfil PHR-C 160x60x20 _ 2.5 mm SENCILLO

Viga lateral tipo 1 perfil doble PHR-C 300x80x20 _ 2.5 mm DOBLE

Cubierta arquitectónica TIPO TERMOACUSTICA. Con un peso de 7.0 Kg/m2

DISEÑO ESTRUCTURAL

3. ZONA DE AMENASA SISMICA Y PARAMETROS PARA ANALISIS SISMICO

Zona de amenaza sísmica 5

Perfil del suelo B

Nivel Aa 0.25

Nivel Av 0.25

Coeficiente Fa 1

Coeficiente Fv 1

Importancia I 1

Periodo T0 0.1

Periodo Tc 0.48

Periodo Tl 2.4

Espectro de aceleraciones

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

1

36

71

10

6

14

1

17

6

21

1

24

6

28

1

31

6

35

1

38

6

42

1

45

6

49

1

52

6

56

1

59

6

63

1

66

6

70

1

73

6

77

1

80

6

84

1

DISEÑO ESTRUCTURAL

4. CARGAS DE DISEÑO

Carga muerta D: NSR- 10 5 Kg/m²

Peso propio de una teja + iluminación de cubierta: 12 Kg/m²

Peso propio de una correa: 6.37 Kgf/m

Carga muerta x correa 12 Kgf/m2 x 1.65m=

19.80Kgf/m +6.37 Kgf/m =26.17 Kgf/m

Carga viva L: NSR- 10 35 Kg/m²

Carga viva = 50 Kgf/m2

Carga viva total por correa 50 Kgf/m2 x 1.65 m = 82.50 Kgf/m

CARGA POR NIEVE (GRANIZO)

50 Kg/m²

CARGA POR VIENTO

DISEÑO ESTRUCTURAL

DISEÑO ESTRUCTURAL

DISEÑO ESTRUCTURAL

DISEÑO ESTRUCTURAL

COMBINACIONES DE CARGA

CM=Carga Muerta L= CARGA VIVA G=GRANI WC=VIENTO COMPRECION WS=VIENTO SUCCION Sx=SISMO X Sy=SISMO Y id0=1.4CM

id1=1.2CM+1.6L

id2=1.2CM+1.6L+0.5WS

id3=1.2CM+L

id4=1.2CM+0.8G

id5=1.2CM+0.8WC

id6=1.2CM+L+1.6WS

id7=1.2CM+0.8G+1.6WS

id8=1.2CM+0.8WC id9=1.2CM+L+1.6G

id10=1.2CM+L+1.6WC+0.5WS

id11=1.2CM+L+1.6G+0.5WS

id12=1.2CM+L+1.6WC

id13=1.2CM+L+Sx+0.3Sy

id14=1.2CM+L+0.3Sx+Sy

id15=0.9CM+1.6G

id16=0.9CM+1.6WC

id17=0.9CM-Sx-0.3Sy

id18=0.9CM-0.3Sx-Sy

5. Análisis Sísmico

Análisis Sísmico

Análisis Modal Espectral

________________________________________________________________________________________________________________________

MASAS:

Nudo Masa X Masa Y Masa Z Iner.XX Iner.YY Iner.ZZ

[Kg] [Kg] [Kg] [Kg*cm2] [Kg*cm2] [Kg*cm2]

DISEÑO ESTRUCTURAL

---------------------------------------------------------------------------------------------------------------------------------------

27 116.63 0.00 116.63 0.00 548736.50 0.00

56 160.07 0.00 160.07 0.00 1.795334E0 0.00

57 162.58 0.00 162.58 0.00 1.813908E0 0.00

58 167.07 0.00 167.07 0.00 1.84831E08 0.00

59 169.59 0.00 169.59 0.00 1.866247E0 0.00

60 55.57 0.00 55.57 0.00 6.426462E0 0.00

61 155.61 0.00 155.61 0.00 1.645102E0 0.00

62 83.32 0.00 83.32 0.00 7.387685E0 0.00

63 80.97 0.00 80.97 0.00 5.277942E0 0.00

64 79.04 0.00 79.04 0.00 3.581637E0 0.00

65 77.47 0.00 77.47 0.00 2.250568E0 0.00

66 76.24 0.00 76.24 0.00 1.250839E0 0.00

67 75.35 0.00 75.35 0.00 5557370.00 0.00

68 112.19 0.00 112.19 0.00 1521176.00 0.00

69 87.32 0.00 87.32 0.00 9.872501E0 0.00

70 169.53 0.00 169.53 0.00 1.626473E0 0.00

71 166.66 0.00 166.66 0.00 1.188357E0 0.00

72 164.31 0.00 164.31 0.00 8.270386E0 0.00

73 162.35 0.00 162.35 0.00 5.362247E0 0.00

74 160.79 0.00 160.79 0.00 3.11747E07 0.00

75 159.61 0.00 159.61 0.00 1.50172E07 0.00

76 158.90 0.00 158.90 0.00 4900266.00 0.00

---------------------------------------------------------------------------------------------------------------------------------------

FRECUENCIAS POR MODO:

MODO W T

[RAD/SEG] [SEG]

------------------------------------------------------------

1 4.19 1.49876

2 9.55 0.65823

3 30.27 0.20758

DISEÑO ESTRUCTURAL

4 34.45 0.18238

5 45.02 0.13957

6 78.48 0.08006

7 94.15 0.06673

8 128.02 0.04908

9 147.53 0.04259

10 152.43 0.04122

------------------------------------------------------------

PORCENTAJE DE PARTICIPACION DE MASAS

Participación Modal

MODO Part.X Part.Y Part.Z Rot.X Rot.Y Rot.Z

---------------------------------------------------------------------------------------------------------------------------------------

1 0.00 0.00 78.56 0.00 0.00 0.00

2 0.00 0.00 0.00 0.00 70.45 0.00

3 0.00 0.00 10.11 0.00 0.00 0.00

4 90.53 0.00 0.00 0.00 0.00 0.00

5 0.00 0.00 0.00 0.00 11.94 0.00

6 0.00 0.00 4.35 0.00 0.00 0.00

7 0.00 0.00 0.00 0.00 6.47 0.00

8 0.00 0.00 1.79 0.00 0.00 0.00

9 0.00 0.00 0.00 0.00 2.80 0.00

10 0.00 0.00 0.41 0.00 0.00 0.00

---------------------------------------------------------------------------------------------------------------------------------------

TOTAL: 90.53 0.00 95.23 0.00 91.66 0.00

MASA TOTAL

GDL Masa Total

[Kg/cm*Sec2]

----------------------------------------

DISEÑO ESTRUCTURAL

TX 2.86

TY 0.00

TZ 2.86

RX 0.00

RY 1769281.00

RZ 0.00

----------------------------------------

ESPECTRO DE RESPUESTA SISMICA

MODOS DE VIBRAR

Desplazamientos normalizados a PHI*M*PHI=1

Modo de vibrar : 1

-----------------------------

W = 4.19 [RAD/SEG] PERIODO = 1.49876 [SEG]

DESPLAZAMIENTOS

Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z

[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]

---------------------------------------------------------------------------------------------------------------------------------------

27 0.00E+00 0.00E+00 8.64E-01 1.46E-03 0.00E+00 0.00E+00

DISEÑO ESTRUCTURAL

56 0.00E+00 0.00E+00 1.56E-02 0.00E+00 0.00E+00 0.00E+00

57 0.00E+00 0.00E+00 5.94E-02 0.00E+00 0.00E+00 0.00E+00

58 0.00E+00 0.00E+00 1.27E-01 0.00E+00 0.00E+00 0.00E+00

59 0.00E+00 0.00E+00 2.15E-01 0.00E+00 0.00E+00 0.00E+00

60 0.00E+00 0.00E+00 3.18E-01 0.00E+00 0.00E+00 0.00E+00

61 0.00E+00 0.00E+00 3.60E-01 0.00E+00 0.00E+00 0.00E+00

62 0.00E+00 0.00E+00 4.42E-01 0.00E+00 0.00E+00 0.00E+00

63 0.00E+00 0.00E+00 5.17E-01 0.00E+00 0.00E+00 0.00E+00

64 0.00E+00 0.00E+00 5.82E-01 0.00E+00 0.00E+00 0.00E+00

65 0.00E+00 0.00E+00 6.35E-01 0.00E+00 0.00E+00 0.00E+00

66 0.00E+00 0.00E+00 6.76E-01 0.00E+00 0.00E+00 0.00E+00

67 0.00E+00 0.00E+00 7.03E-01 0.00E+00 0.00E+00 0.00E+00

68 0.00E+00 0.00E+00 7.16E-01 1.46E-03 0.00E+00 0.00E+00

69 0.00E+00 0.00E+00 4.36E-01 0.00E+00 0.00E+00 0.00E+00

70 0.00E+00 0.00E+00 5.30E-01 0.00E+00 0.00E+00 0.00E+00

71 0.00E+00 0.00E+00 6.17E-01 0.00E+00 0.00E+00 0.00E+00

72 0.00E+00 0.00E+00 6.92E-01 0.00E+00 0.00E+00 0.00E+00

73 0.00E+00 0.00E+00 7.54E-01 0.00E+00 0.00E+00 0.00E+00

74 0.00E+00 0.00E+00 8.02E-01 0.00E+00 0.00E+00 0.00E+00

75 0.00E+00 0.00E+00 8.37E-01 0.00E+00 0.00E+00 0.00E+00

76 0.00E+00 0.00E+00 8.57E-01 0.00E+00 0.00E+00 0.00E+00

---------------------------------------------------------------------------------------------------------------------------------------

Modo de vibrar : 2

-----------------------------

W = 9.55 [RAD/SEG] PERIODO = 0.65823 [SEG]

DESPLAZAMIENTOS

Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z

[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]

---------------------------------------------------------------------------------------------------------------------------------------

27 0.00E+00 0.00E+00 4.35E-06 1.93E-08 1.43E-03 0.00E+00

56 0.00E+00 0.00E+00 8.19E-08 0.00E+00 3.31E-05 0.00E+00

DISEÑO ESTRUCTURAL

57 0.00E+00 0.00E+00 3.06E-07 0.00E+00 1.23E-04 0.00E+00

58 0.00E+00 0.00E+00 6.41E-07 0.00E+00 2.56E-04 0.00E+00

59 0.00E+00 0.00E+00 1.06E-06 0.00E+00 4.19E-04 0.00E+00

60 0.00E+00 0.00E+00 1.33E-06 0.00E+00 6.00E-04 0.00E+00

61 0.00E+00 0.00E+00 -8.09E-06 0.00E+00 6.70E-04 0.00E+00

62 0.00E+00 0.00E+00 -5.81E-05 0.00E+00 8.05E-04 0.00E+00

63 0.00E+00 0.00E+00 1.91E-04 0.00E+00 9.26E-04 0.00E+00

64 0.00E+00 0.00E+00 -7.97E-05 0.00E+00 1.03E-03 0.00E+00

65 0.00E+00 0.00E+00 -3.92E-05 0.00E+00 1.11E-03 0.00E+00

66 0.00E+00 0.00E+00 -3.42E-05 0.00E+00 1.17E-03 0.00E+00

67 0.00E+00 0.00E+00 9.86E-05 0.00E+00 1.22E-03 0.00E+00

68 0.00E+00 0.00E+00 -2.21E-05 -3.32E-08 1.24E-03 0.00E+00

69 0.00E+00 0.00E+00 -9.90E-06 0.00E+00 7.91E-04 0.00E+00

70 0.00E+00 0.00E+00 -3.77E-05 0.00E+00 9.43E-04 0.00E+00

71 0.00E+00 0.00E+00 1.26E-04 0.00E+00 1.08E-03 0.00E+00

72 0.00E+00 0.00E+00 -5.95E-05 0.00E+00 1.19E-03 0.00E+00

73 0.00E+00 0.00E+00 -4.80E-05 0.00E+00 1.29E-03 0.00E+00

74 0.00E+00 0.00E+00 -1.70E-05 0.00E+00 1.36E-03 0.00E+00

75 0.00E+00 0.00E+00 6.62E-05 0.00E+00 1.40E-03 0.00E+00

76 0.00E+00 0.00E+00 -3.30E-05 0.00E+00 1.43E-03 0.00E+00

---------------------------------------------------------------------------------------------------------------------------------------

Modo de vibrar : 3

-----------------------------

W = 30.27 [RAD/SEG] PERIODO = 0.20758 [SEG]

DESPLAZAMIENTOS

Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z

[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]

---------------------------------------------------------------------------------------------------------------------------------------

27 0.00E+00 0.00E+00 -8.44E-01 -7.52E-03 -2.54E-08 0.00E+00

56 0.00E+00 0.00E+00 8.71E-02 0.00E+00 1.40E-10 0.00E+00

57 0.00E+00 0.00E+00 2.94E-01 0.00E+00 4.83E-10 0.00E+00

DISEÑO ESTRUCTURAL

58 0.00E+00 0.00E+00 5.44E-01 0.00E+00 9.17E-10 0.00E+00

59 0.00E+00 0.00E+00 7.66E-01 0.00E+00 1.35E-09 0.00E+00

60 0.00E+00 0.00E+00 9.05E-01 0.00E+00 1.93E-09 0.00E+00

61 0.00E+00 0.00E+00 9.29E-01 0.00E+00 1.86E-09 0.00E+00

62 0.00E+00 0.00E+00 8.95E-01 0.00E+00 1.68E-09 0.00E+00

63 0.00E+00 0.00E+00 7.42E-01 0.00E+00 6.49E-09 0.00E+00

64 0.00E+00 0.00E+00 5.32E-01 0.00E+00 -4.21E-09 0.00E+00

65 0.00E+00 0.00E+00 3.14E-01 0.00E+00 -3.88E-09 0.00E+00

66 0.00E+00 0.00E+00 1.25E-01 0.00E+00 3.52E-09 0.00E+00

67 0.00E+00 0.00E+00 -1.16E-02 0.00E+00 -3.23E-08 0.00E+00

68 0.00E+00 0.00E+00 -8.35E-02 -7.24E-03 -2.01E-08 0.00E+00

69 0.00E+00 0.00E+00 8.91E-01 0.00E+00 4.14E-09 0.00E+00

70 0.00E+00 0.00E+00 7.23E-01 0.00E+00 1.32E-08 0.00E+00

71 0.00E+00 0.00E+00 4.40E-01 0.00E+00 -2.05E-08 0.00E+00

72 0.00E+00 0.00E+00 1.12E-01 0.00E+00 -2.33E-08 0.00E+00

73 0.00E+00 0.00E+00 -2.05E-01 0.00E+00 -7.84E-09 0.00E+00

74 0.00E+00 0.00E+00 -4.74E-01 0.00E+00 1.01E-08 0.00E+00

75 0.00E+00 0.00E+00 -6.75E-01 0.00E+00 -6.56E-08 0.00E+00

76 0.00E+00 0.00E+00 -8.00E-01 0.00E+00 -4.73E-08 0.00E+00

---------------------------------------------------------------------------------------------------------------------------------------

Modo de vibrar : 4

-----------------------------

W = 34.45 [RAD/SEG] PERIODO = 0.18238 [SEG]

DESPLAZAMIENTOS

Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z

[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]

---------------------------------------------------------------------------------------------------------------------------------------

27 6.42E-01 -2.81E-07 -2.93E-15 -5.03E-17 -2.28E-14 3.44E-04

56 6.81E-02 0.00E+00 -3.98E-15 0.00E+00 -2.82E-15 0.00E+00

57 1.92E-01 0.00E+00 -6.17E-15 0.00E+00 -3.70E-15 0.00E+00

58 3.25E-01 0.00E+00 -1.51E-15 0.00E+00 2.32E-16 0.00E+00

DISEÑO ESTRUCTURAL

59 4.52E-01 0.00E+00 3.47E-15 0.00E+00 3.37E-15 0.00E+00

60 5.66E-01 0.00E+00 2.07E-15 0.00E+00 1.43E-15 0.00E+00

61 5.98E-01 0.00E+00 4.09E-16 0.00E+00 4.72E-16 0.00E+00

62 6.39E-01 0.00E+00 -8.32E-15 0.00E+00 -3.54E-16 0.00E+00

63 6.63E-01 0.00E+00 -1.30E-14 0.00E+00 1.91E-15 0.00E+00

64 6.74E-01 0.00E+00 -1.59E-14 0.00E+00 3.14E-15 0.00E+00

65 6.77E-01 0.00E+00 -1.17E-14 0.00E+00 7.92E-15 0.00E+00

66 6.76E-01 0.00E+00 -3.78E-15 0.00E+00 7.88E-15 0.00E+00

67 6.75E-01 0.00E+00 1.98E-15 0.00E+00 7.54E-15 0.00E+00

68 6.73E-01 6.63E-06 9.46E-16 -3.27E-17 -5.70E-15 3.51E-04

69 6.31E-01 0.00E+00 -3.00E-15 0.00E+00 -3.97E-15 0.00E+00

70 6.66E-01 0.00E+00 1.67E-15 0.00E+00 -2.03E-15 0.00E+00

71 6.78E-01 0.00E+00 1.87E-15 0.00E+00 4.37E-15 0.00E+00

72 6.77E-01 0.00E+00 -1.59E-15 0.00E+00 -4.91E-15 0.00E+00

73 6.70E-01 0.00E+00 -2.48E-15 0.00E+00 -4.11E-16 0.00E+00

74 6.60E-01 0.00E+00 -3.49E-15 0.00E+00 -5.64E-16 0.00E+00

75 6.51E-01 0.00E+00 -6.68E-15 0.00E+00 2.83E-15 0.00E+00

76 6.45E-01 0.00E+00 -6.71E-15 0.00E+00 2.52E-15 0.00E+00

---------------------------------------------------------------------------------------------------------------------------------------

Modo de vibrar : 5

-----------------------------

W = 45.02 [RAD/SEG] PERIODO = 0.13957 [SEG]

DESPLAZAMIENTOS

Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z

[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]

---------------------------------------------------------------------------------------------------------------------------------------

27 8.37E-13 -2.08E-16 1.07E-05 8.19E-08 2.62E-03 2.62E-14

56 -4.97E-12 0.00E+00 1.75E-06 0.00E+00 -1.17E-04 0.00E+00

57 -1.06E-11 0.00E+00 5.58E-06 0.00E+00 -3.80E-04 0.00E+00

58 -1.27E-11 0.00E+00 9.49E-06 0.00E+00 -6.62E-04 0.00E+00

59 -1.05E-11 0.00E+00 1.18E-05 0.00E+00 -8.61E-04 0.00E+00

DISEÑO ESTRUCTURAL

60 -5.01E-12 0.00E+00 1.10E-05 0.00E+00 -9.05E-04 0.00E+00

61 -3.66E-12 0.00E+00 2.26E-05 0.00E+00 -8.78E-04 0.00E+00

62 -7.45E-13 0.00E+00 4.77E-05 0.00E+00 -6.91E-04 0.00E+00

63 1.29E-12 0.00E+00 -5.94E-05 0.00E+00 -3.38E-04 0.00E+00

64 2.49E-12 0.00E+00 -1.68E-06 0.00E+00 9.33E-05 0.00E+00

65 3.04E-12 0.00E+00 -2.06E-05 0.00E+00 5.26E-04 0.00E+00

66 3.20E-12 0.00E+00 -3.73E-05 0.00E+00 9.04E-04 0.00E+00

67 3.17E-12 0.00E+00 1.01E-04 0.00E+00 1.19E-03 0.00E+00

68 3.12E-12 3.19E-16 -2.35E-05 -2.28E-07 1.38E-03 2.69E-14

69 -1.60E-12 0.00E+00 1.26E-05 0.00E+00 -7.16E-04 0.00E+00

70 9.87E-13 0.00E+00 -1.27E-05 0.00E+00 -3.34E-04 0.00E+00

71 2.50E-12 0.00E+00 5.32E-05 0.00E+00 2.22E-04 0.00E+00

72 2.98E-12 0.00E+00 -2.65E-05 0.00E+00 8.46E-04 0.00E+00

73 2.75E-12 0.00E+00 -5.98E-05 0.00E+00 1.45E-03 0.00E+00

74 2.15E-12 0.00E+00 -4.25E-05 0.00E+00 1.96E-03 0.00E+00

75 1.50E-12 0.00E+00 1.17E-04 0.00E+00 2.34E-03 0.00E+00

76 1.01E-12 0.00E+00 -5.66E-05 0.00E+00 2.57E-03 0.00E+00

---------------------------------------------------------------------------------------------------------------------------------------

Modo de vibrar : 6

-----------------------------

W = 78.48 [RAD/SEG] PERIODO = 0.08006 [SEG]

DESPLAZAMIENTOS

Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z

[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]

---------------------------------------------------------------------------------------------------------------------------------------

27 7.72E-13 -2.14E-16 8.14E-01 1.07E-02 7.51E-08 2.58E-14

56 -4.69E-12 0.00E+00 2.22E-01 0.00E+00 6.46E-09 0.00E+00

57 -9.89E-12 0.00E+00 6.53E-01 0.00E+00 1.90E-08 0.00E+00

58 -1.18E-11 0.00E+00 9.87E-01 0.00E+00 2.89E-08 0.00E+00

59 -9.87E-12 0.00E+00 1.02E+00 0.00E+00 3.02E-08 0.00E+00

60 -4.84E-12 0.00E+00 7.26E-01 0.00E+00 2.21E-08 0.00E+00

DISEÑO ESTRUCTURAL

61 -3.59E-12 0.00E+00 5.48E-01 0.00E+00 1.75E-08 0.00E+00

62 -8.09E-13 0.00E+00 -4.70E-03 0.00E+00 5.07E-08 0.00E+00

63 1.17E-12 0.00E+00 -4.44E-01 0.00E+00 -1.02E-07 0.00E+00

64 2.36E-12 0.00E+00 -6.55E-01 0.00E+00 -3.28E-08 0.00E+00

65 2.92E-12 0.00E+00 -6.55E-01 0.00E+00 -1.40E-08 0.00E+00

66 3.09E-12 0.00E+00 -5.32E-01 0.00E+00 -8.95E-09 0.00E+00

67 3.07E-12 0.00E+00 -3.87E-01 0.00E+00 4.71E-08 0.00E+00

68 3.03E-12 3.03E-16 -2.97E-01 9.20E-03 8.02E-08 2.64E-14

69 -1.63E-12 0.00E+00 1.77E-01 0.00E+00 9.29E-09 0.00E+00

70 8.47E-13 0.00E+00 -3.57E-01 0.00E+00 1.61E-08 0.00E+00

71 2.34E-12 0.00E+00 -6.49E-01 0.00E+00 -3.47E-08 0.00E+00

72 2.85E-12 0.00E+00 -6.11E-01 0.00E+00 1.77E-09 0.00E+00

73 2.65E-12 0.00E+00 -3.25E-01 0.00E+00 -3.25E-08 0.00E+00

74 2.08E-12 0.00E+00 6.85E-02 0.00E+00 -1.07E-07 0.00E+00

75 1.43E-12 0.00E+00 4.41E-01 0.00E+00 2.95E-07 0.00E+00

76 9.47E-13 0.00E+00 7.04E-01 0.00E+00 2.01E-07 0.00E+00

---------------------------------------------------------------------------------------------------------------------------------------

Modo de vibrar : 7

-----------------------------

W = 94.15 [RAD/SEG] PERIODO = 0.06673 [SEG]

DESPLAZAMIENTOS

Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z

[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]

---------------------------------------------------------------------------------------------------------------------------------------

27 -4.85E-09 1.30E-12 8.92E-07 -1.37E-07 3.85E-03 -1.60E-10

56 3.00E-08 0.00E+00 -1.13E-05 0.00E+00 2.42E-04 0.00E+00

57 6.31E-08 0.00E+00 -3.18E-05 0.00E+00 6.80E-04 0.00E+00

58 7.49E-08 0.00E+00 -4.50E-05 0.00E+00 9.55E-04 0.00E+00

59 6.23E-08 0.00E+00 -4.14E-05 0.00E+00 8.60E-04 0.00E+00

60 3.02E-08 0.00E+00 -2.13E-05 0.00E+00 4.03E-04 0.00E+00

61 2.22E-08 0.00E+00 -1.35E-05 0.00E+00 1.74E-04 0.00E+00

DISEÑO ESTRUCTURAL

62 4.78E-09 0.00E+00 9.34E-05 0.00E+00 -4.33E-04 0.00E+00

63 -7.59E-09 0.00E+00 -1.66E-04 0.00E+00 -7.78E-04 0.00E+00

64 -1.49E-08 0.00E+00 7.99E-05 0.00E+00 -7.31E-04 0.00E+00

65 -1.83E-08 0.00E+00 1.57E-05 0.00E+00 -3.52E-04 0.00E+00

66 -1.93E-08 0.00E+00 -3.70E-05 0.00E+00 1.99E-04 0.00E+00

67 -1.91E-08 0.00E+00 8.90E-05 0.00E+00 7.43E-04 0.00E+00

68 -1.89E-08 -1.91E-12 -5.80E-06 -5.89E-07 1.17E-03 -1.64E-10

69 9.90E-09 0.00E+00 1.20E-05 0.00E+00 -2.52E-04 0.00E+00

70 -5.63E-09 0.00E+00 8.10E-05 0.00E+00 -7.80E-04 0.00E+00

71 -1.49E-08 0.00E+00 -2.51E-05 0.00E+00 -8.31E-04 0.00E+00

72 -1.80E-08 0.00E+00 7.95E-05 0.00E+00 -3.09E-04 0.00E+00

73 -1.66E-08 0.00E+00 -5.13E-05 0.00E+00 6.30E-04 0.00E+00

74 -1.30E-08 0.00E+00 -1.28E-04 0.00E+00 1.73E-03 0.00E+00

75 -8.95E-09 0.00E+00 1.55E-04 0.00E+00 2.74E-03 0.00E+00

76 -5.94E-09 0.00E+00 -8.56E-05 0.00E+00 3.49E-03 0.00E+00

---------------------------------------------------------------------------------------------------------------------------------------

Modo de vibrar : 8

-----------------------------

W = 128.02 [RAD/SEG] PERIODO = 0.04908 [SEG]

DESPLAZAMIENTOS

Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z

[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]

---------------------------------------------------------------------------------------------------------------------------------------

27 -3.31E-11 1.24E-14 -7.88E-01 -1.56E-02 -8.59E-08 -1.34E-12

56 2.08E-10 0.00E+00 2.73E-01 0.00E+00 3.70E-08 0.00E+00

57 4.41E-10 0.00E+00 6.97E-01 0.00E+00 9.47E-08 0.00E+00

58 5.36E-10 0.00E+00 8.18E-01 0.00E+00 1.11E-07 0.00E+00

59 4.64E-10 0.00E+00 4.67E-01 0.00E+00 6.34E-08 0.00E+00

60 2.46E-10 0.00E+00 -1.84E-01 0.00E+00 -2.65E-08 0.00E+00

61 1.89E-10 0.00E+00 -4.28E-01 0.00E+00 -6.15E-08 0.00E+00

62 5.23E-11 0.00E+00 -6.90E-01 0.00E+00 -1.11E-07 0.00E+00

DISEÑO ESTRUCTURAL

63 -5.04E-11 0.00E+00 -3.65E-01 0.00E+00 1.02E-07 0.00E+00

64 -1.14E-10 0.00E+00 2.02E-01 0.00E+00 -1.47E-08 0.00E+00

65 -1.44E-10 0.00E+00 6.71E-01 0.00E+00 -1.33E-07 0.00E+00

66 -1.54E-10 0.00E+00 9.05E-01 0.00E+00 -3.48E-07 0.00E+00

67 -1.53E-10 0.00E+00 9.61E-01 0.00E+00 2.76E-07 0.00E+00

68 -1.50E-10 -1.44E-14 9.73E-01 -1.25E-02 -3.67E-07 -1.37E-12

69 9.38E-11 0.00E+00 -7.77E-01 0.00E+00 -1.10E-07 0.00E+00

70 -2.91E-11 0.00E+00 -8.47E-01 0.00E+00 -1.42E-07 0.00E+00

71 -1.10E-10 0.00E+00 -3.13E-01 0.00E+00 2.01E-07 0.00E+00

72 -1.40E-10 0.00E+00 2.69E-01 0.00E+00 1.90E-07 0.00E+00

73 -1.32E-10 0.00E+00 4.86E-01 0.00E+00 1.08E-07 0.00E+00

74 -1.03E-10 0.00E+00 2.79E-01 0.00E+00 1.25E-07 0.00E+00

75 -6.84E-11 0.00E+00 -1.61E-01 0.00E+00 -4.97E-07 0.00E+00

76 -4.26E-11 0.00E+00 -5.80E-01 0.00E+00 -3.40E-07 0.00E+00

---------------------------------------------------------------------------------------------------------------------------------------

Modo de vibrar : 9

-----------------------------

W = 147.53 [RAD/SEG] PERIODO = 0.04259 [SEG]

DESPLAZAMIENTOS

Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z

[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]

---------------------------------------------------------------------------------------------------------------------------------------

27 7.86E-10 2.49E-13 1.46E-04 -1.02E-05 6.72E-03 2.61E-12

56 -5.78E-09 0.00E+00 -7.90E-05 0.00E+00 -2.89E-04 0.00E+00

57 -1.51E-08 0.00E+00 -1.92E-04 0.00E+00 -7.03E-04 0.00E+00

58 -1.87E-08 0.00E+00 -2.04E-04 0.00E+00 -7.44E-04 0.00E+00

59 -1.35E-08 0.00E+00 -8.37E-05 0.00E+00 -2.88E-04 0.00E+00

60 -2.15E-09 0.00E+00 8.83E-05 0.00E+00 3.89E-04 0.00E+00

61 -2.32E-11 0.00E+00 1.33E-04 0.00E+00 6.11E-04 0.00E+00

62 2.69E-09 0.00E+00 1.59E-04 0.00E+00 6.61E-04 0.00E+00

63 3.35E-09 0.00E+00 -5.05E-05 0.00E+00 -5.43E-07 0.00E+00

DISEÑO ESTRUCTURAL

64 2.89E-09 0.00E+00 1.57E-04 0.00E+00 -7.45E-04 0.00E+00

65 2.16E-09 0.00E+00 3.67E-04 0.00E+00 -1.00E-03 0.00E+00

66 1.61E-09 0.00E+00 6.56E-04 0.00E+00 -6.12E-04 0.00E+00

67 1.30E-09 0.00E+00 1.14E-03 0.00E+00 1.83E-04 0.00E+00

68 1.17E-09 3.04E-13 1.35E-03 -1.05E-05 1.02E-03 2.40E-12

69 2.19E-09 0.00E+00 1.42E-04 0.00E+00 7.96E-04 0.00E+00

70 4.23E-09 0.00E+00 3.79E-05 0.00E+00 4.67E-04 0.00E+00

71 3.91E-09 0.00E+00 -6.18E-04 0.00E+00 -5.67E-04 0.00E+00

72 2.67E-09 0.00E+00 -5.28E-04 0.00E+00 -1.26E-03 0.00E+00

73 1.53E-09 0.00E+00 -5.86E-04 0.00E+00 -8.49E-04 0.00E+00

74 9.52E-10 0.00E+00 -6.22E-04 0.00E+00 7.25E-04 0.00E+00

75 7.75E-10 0.00E+00 1.83E-04 0.00E+00 2.94E-03 0.00E+00

76 7.75E-10 0.00E+00 -2.95E-05 0.00E+00 5.10E-03 0.00E+00

---------------------------------------------------------------------------------------------------------------------------------------

Modo de vibrar : 10

-----------------------------

W = 152.43 [RAD/SEG] PERIODO = 0.04122 [SEG]

DESPLAZAMIENTOS

Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z

[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]

---------------------------------------------------------------------------------------------------------------------------------------

27 2.51E-08 -6.43E-12 -3.67E-01 1.05E-02 5.18E-06 8.01E-10

56 -1.49E-07 0.00E+00 1.66E-01 0.00E+00 -2.49E-07 0.00E+00

57 -3.16E-07 0.00E+00 3.98E-01 0.00E+00 -5.95E-07 0.00E+00

58 -3.78E-07 0.00E+00 4.11E-01 0.00E+00 -6.12E-07 0.00E+00

59 -3.16E-07 0.00E+00 1.47E-01 0.00E+00 -2.08E-07 0.00E+00

60 -1.52E-07 0.00E+00 -2.11E-01 0.00E+00 3.63E-07 0.00E+00

61 -1.12E-07 0.00E+00 -3.20E-01 0.00E+00 5.46E-07 0.00E+00

62 -2.37E-08 0.00E+00 -3.66E-01 0.00E+00 5.56E-07 0.00E+00

63 3.83E-08 0.00E+00 -1.80E-01 0.00E+00 -2.61E-08 0.00E+00

64 7.50E-08 0.00E+00 -1.16E-01 0.00E+00 -4.66E-07 0.00E+00

DISEÑO ESTRUCTURAL

65 9.22E-08 0.00E+00 -3.35E-01 0.00E+00 -3.93E-07 0.00E+00

66 9.71E-08 0.00E+00 -7.70E-01 0.00E+00 4.02E-07 0.00E+00

67 9.63E-08 0.00E+00 -1.25E+00 0.00E+00 -1.33E-06 0.00E+00

68 9.49E-08 9.63E-12 -1.64E+00 1.08E-02 1.13E-06 8.21E-10

69 -4.94E-08 0.00E+00 -3.19E-01 0.00E+00 6.47E-07 0.00E+00

70 2.86E-08 0.00E+00 2.33E-02 0.00E+00 2.35E-07 0.00E+00

71 7.48E-08 0.00E+00 6.02E-01 0.00E+00 -5.48E-07 0.00E+00

72 9.00E-08 0.00E+00 9.43E-01 0.00E+00 -1.13E-06 0.00E+00

73 8.35E-08 0.00E+00 8.77E-01 0.00E+00 -4.45E-07 0.00E+00

74 6.54E-08 0.00E+00 5.30E-01 0.00E+00 1.25E-06 0.00E+00

75 4.54E-08 0.00E+00 1.14E-01 0.00E+00 1.51E-06 0.00E+00

76 3.04E-08 0.00E+00 -2.15E-01 0.00E+00 3.33E-06 0.00E+00

---------------------------------------------------------------------------------------------------------------------------------------

CÁLCULO Y DIMENSIONAMIENTO DE LOS ELEMENTOS

Modelo estructural

Se chequea estructura de acero en programa RAM ADVANSE, de acuerdo

a los requerimientos de diseño anteriormente mencionados. El modelo se

considera empotrado en su base.

6 Resultados del Análisis CERCHA METALICA

Envolvente de tensiones principales en miembros

________________________________________________________________________________________________________________________

Nota.- ec es el estado de carga crítico

DISEÑO ESTRUCTURAL

Envolvente de Tensiones Principales para :

CM=Carga Muerta

L=VIVAS

G=GRANI

WC=W COM

WS=W SUC

Sx=SISMO X

Sy=SISMO Y

id0=1.4CM

id1=1.2CM+1.6L

id2=1.2CM+1.6L+0.5WS

id3=1.2CM+L

id4=1.2CM+0.8G

id5=1.2CM+0.8WC

id6=1.2CM+L+1.6WS

id7=1.2CM+0.8G+1.6WS

id8=1.2CM+0.8WC

id9=1.2CM+L+1.6G

id10=1.2CM+L+1.6WC+0.5WS

id11=1.2CM+L+1.6G+0.5WS

id12=1.2CM+L+1.6WC

id13=1.2CM+L+Sx+0.3Sy

id14=1.2CM+L+0.3Sx+Sy

id15=0.9CM+1.6G

id16=0.9CM+1.6WC

id17=0.9CM-Sx-0.3Sy

id18=0.9CM-0.3Sx-Sy

MIEMBRO 1

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.01 id9 0.00 CM 0.05 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.05 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.30 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.01 id9 0.00 CM 0.01 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.30 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id1 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.30 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.30 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 2

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.25 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.25 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 L 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.25 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.25 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.25 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 3

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.21 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.21 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.21 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.21 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

Min -0.21 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 4

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id0 0.01 id1 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id1 0.00 id0 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 5

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.11 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.11 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.11 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.11 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.11 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 6

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 7

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.02 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.02 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.02 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.02 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.02 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 8

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

25% Max 0.00 CM 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 CM 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 CM 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min 0.00 CM 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 9

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.02 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.02 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.02 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.02 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.02 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 10

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 11

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.11 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.11 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.11 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.11 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.11 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 12

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id0 0.01 id1 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id1 0.00 id0 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 13

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

Min -0.21 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.21 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.21 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.21 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.21 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 14

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.25 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.25 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 L 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.25 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.25 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.25 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 15

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.30 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.30 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.01 id9 0.00 CM 0.01 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.30 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id1 0.00

CM 0.00 CM

75% Max 0.00 WC 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.30 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.01 id9 0.00 CM 0.05 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.05 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 16

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 17

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 18

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id1 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.01 id9 0.00 L 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 L -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 19

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.26 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.26 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.26 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 L 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.26 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

Min -0.26 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 20

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.23 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.23 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

Min -0.23 id9 0.00 WC 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.23 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

Min -0.23 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 21

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id0 0.00 id1 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id0 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 22

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.01 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id0 0.01 id1 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM -0.01 id1 0.00 id0 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 23

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.09 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 id0 0.00

CM 0.00 CM

Min -0.09 id9 0.00 WC 0.00 CM 0.00 id0 0.00 id1 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.09 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.09 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.09 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 24

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.04 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.04 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.04 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.04 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.04 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 25

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min 0.00 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id0 0.01 id1 0.00

CM 0.00 CM

Min 0.00 id9 0.00 WC 0.00 CM -0.01 id1 0.00 id0 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 26

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id0 0.01 id1 0.00

CM 0.00 CM

Min 0.00 id9 0.00 WC 0.00 CM -0.01 id1 0.00 id0 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min 0.00 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min 0.00 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 27

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.04 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.04 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.04 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.04 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.04 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 28

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.09 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.09 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.09 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 id0 0.00

CM 0.00 CM

Min -0.09 id9 0.00 WC 0.00 CM 0.00 id0 0.00 id1 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.09 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 29

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id0 0.01 id1 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM -0.01 id1 0.00 id0 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.14 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

100% Max 0.00 WC 0.01 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 30

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id0 0.00 id1 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id0 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 31

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

Min -0.23 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.23 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

Min -0.23 id9 0.00 WC 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.23 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.23 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 32

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

Min -0.26 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.26 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.26 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.26 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.26 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 33

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id15 0.00 CM 0.01 id9 0.00 L 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 L -0.01 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id1 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 34

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.01 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.01 id1 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.01 id1 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.01 id1 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.01 id1 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.01 id1 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 35

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.29 id9 0.01 id9 0.00 CM 0.04 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.04 id9 0.00

CM 0.00 CM

25% Max 0.29 id9 0.01 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

50% Max 0.29 id9 0.00 id9 0.00 CM 0.00 id1 0.00 id0 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id0 0.00 id1 0.00

CM 0.00 CM

75% Max 0.30 id9 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min 0.00 WC 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.30 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 36

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.31 id9 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

25% Max 0.31 id9 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.31 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.31 id9 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.31 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 37

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.30 id9 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

25% Max 0.30 id9 0.01 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.30 id9 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

75% Max 0.30 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.30 id9 0.00 id1 0.00 CM 0.00 WC 0.03 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.03 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 38

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.28 id9 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

25% Max 0.28 id9 0.01 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.28 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.28 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.28 id9 0.00 id1 0.00 CM 0.00 WC 0.03 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.03 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 39

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.24 id9 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

25% Max 0.24 id9 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.24 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.24 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.24 id9 0.00 id1 0.00 CM 0.00 WC 0.03 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.03 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 40

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.17 id9 0.00 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

25% Max 0.17 id9 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.17 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.17 id9 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.17 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id1 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.02 id1 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 41

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.06 id9 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.06 id9 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.06 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.06 id9 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min 0.00 WC 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.07 id9 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 42

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 43

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 44

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id1 0.00

CM 0.00 CM

Min -0.25 id9 0.00 WC 0.00 CM -0.02 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.24 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.24 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.24 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.24 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 45

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min -0.29 id9 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.29 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.29 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.29 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.29 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 46

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 47

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id1 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM -0.02 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 48

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.03 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM -0.03 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.01 id9 0.00 CM 0.04 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.04 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 49

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

Min -0.38 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.38 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

Min -0.38 id9 0.00 WC 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.38 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.37 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 50

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

Min -0.38 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.38 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

Min -0.38 id9 0.00 WC 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.38 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.37 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 51

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.03 id9 0.00

CM 0.00 CM

Min -0.32 id9 0.00 WC 0.00 CM -0.03 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 52

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id1 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM -0.02 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 53

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 54

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min -0.29 id9 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.29 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.29 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.29 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.29 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 55

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id1 0.00

CM 0.00 CM

Min -0.25 id9 0.00 WC 0.00 CM -0.02 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.25 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.24 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.24 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.24 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 56

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 57

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

Min -0.06 id9 0.00 WC 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 58

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.06 id9 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.06 id9 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.06 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.06 id9 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.07 id9 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 59

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.17 id9 0.00 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

25% Max 0.17 id9 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.17 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.17 id9 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min 0.00 WC 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.17 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id1 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.02 id1 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 60

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.24 id9 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

25% Max 0.24 id9 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.24 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.24 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.24 id9 0.00 id1 0.00 CM 0.00 WC 0.03 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.03 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 61

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.28 id9 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

25% Max 0.28 id9 0.01 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.28 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.28 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.28 id9 0.00 id1 0.00 CM 0.00 WC 0.03 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.03 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 62

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.30 id9 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

25% Max 0.30 id9 0.01 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.30 id9 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

75% Max 0.30 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.30 id9 0.00 id1 0.00 CM 0.00 WC 0.03 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.03 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 63

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.31 id9 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

25% Max 0.31 id9 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.31 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.31 id9 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.31 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 64

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.29 id9 0.01 id9 0.00 CM 0.04 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.04 id9 0.00

CM 0.00 CM

25% Max 0.29 id9 0.01 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

50% Max 0.29 id9 0.00 id9 0.00 CM 0.00 id1 0.00 id0 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM 0.00 id0 0.00 id1 0.00

CM 0.00 CM

75% Max 0.30 id9 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.30 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 65

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.01 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.01 id1 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.01 id1 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.01 id1 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.01 id1 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.01 id1 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 66

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.13 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.13 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 67

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.14 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.13 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.02 id9 0.00

CM 0.00 CM

Min -0.13 id9 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 68

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

Min 0.00 CM 0.00 L 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

25% Max 0.00 CM 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 L 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

50% Max 0.00 CM 0.00 id15 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 L 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 CM 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min 0.00 CM 0.00 L 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

100% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

Min 0.00 CM 0.00 L 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 69

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 CM 0.00 id15 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

25% Max 0.00 CM 0.00 id15 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

50% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 70

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 CM 0.00 id1 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 CM 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id1 0.00 id4 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id4 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 CM 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 71

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 CM 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 CM 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 CM 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 72

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 CM 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 CM 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 CM 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 CM 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 CM 0.01 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 73

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 74

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 75

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 76

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 77

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 78

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.01 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 79

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 80

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 81

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 82

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 83

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 id4 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 id4 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 84

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.15 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.15 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.15 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.15 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.15 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 85

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 86

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 87

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 88

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

Min 0.00 CM 0.00 L 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

25% Max 0.00 CM 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 L 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

50% Max 0.00 CM 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 CM 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 CM 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 L 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

100% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

Min 0.00 CM 0.00 L 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 89

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 CM 0.00 id15 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

25% Max 0.00 CM 0.00 id15 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

50% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 90

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 CM 0.00 id1 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 CM 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id1 0.00 id4 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id4 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 CM 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 91

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 CM 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 CM 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 CM 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 92

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 CM 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 CM 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 CM 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 CM 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 CM 0.01 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min 0.00 CM 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 93

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 94

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 95

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 L 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 L 0.00 id9 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 96

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.19 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 97

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 98

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.01 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 99

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 100

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id1 0.00 id15 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id15 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 101

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.20 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 102

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.20 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 103

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 id4 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 id4 0.00 id1 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 104

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.15 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.15 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.15 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.15 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.15 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 105

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id1 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 106

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

MIEMBRO 107

Flexión

Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec

[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00

CM 0.00 CM

50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00

CM 0.00 CM

75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

DISEÑO ESTRUCTURAL

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00

CM 0.00 CM

Min -0.18 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00

CM 0.00 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

8. Viga Piso 1-2

Norma de diseño ACI 318-05

________________________________________________________________________________________________________________________

DATOS GENERALES:

Tramos:

Tramo Luz Sección Material

[m]

---------------------------------------------------------------------------------------------------------------------------------------------------------------

1 5.30 RcColM 30x35cm H 210x4200

2 5.30 RcColM 30x35cm H 210x4200

3 5.30 RcColM 30x35cm H 210x4200

4 5.30 RcColM 30x35cm H 210x4200

5 5.30 RcColM 30x35cm H 210x4200

6 5.30 RcColM 30x35cm H 210x4200

---------------------------------------------------------------------------------------------------------------------------------------------------------------

Nudos:

Distancia Restricción Tx Ty Rz

[m]

DISEÑO ESTRUCTURAL

---------------------------------------------------------------------------------

0.00 Articulado 1 1 0

5.30 Articulado 1 1 0

10.60 Articulado 1 1 0

15.90 Articulado 1 1 0

21.20 Articulado 1 1 0

26.50 Articulado 1 1 0

31.80 Articulado 1 1 0

---------------------------------------------------------------------------------

Estados de carga:

Estado Descripción Comb. Categoría Duración

---------------------------------------------------------------------------------------------------------------------------------------------------------------

DL Carga Muerta No DL --

LL Carga Viva No LL --

S1 DL+LL Si Servicio --

D1 DL+LL Si Diseño --

---------------------------------------------------------------------------------------------------------------------------------------------------------------

Cargas distribuidas sobre tramos

Estado Tramo(s) Dist1 Dist2 Val1 Val2

[m] [m] [Ton/m] [Ton/m]

-----------------------------------------------------------------------------------------------------------------------------------------

DL 1, 2 0.00 5.30 0.00 0.00

DISEÑO ESTRUCTURAL

DL 2, 3, 4 10.60 15.90 0.00 0.00

DL 4, 5, 6 21.20 26.50 0.00 0.00

DL 1, 2, 3 5.30 10.60 0.00 0.00

DL 3, 4, 5 15.90 21.20 0.00 0.00

DL 5, 6 26.50 31.80 0.00 0.00

LL 1, 2 0.00 5.30 0.00 0.00

LL 2, 3, 4 10.60 15.90 0.00 0.00

LL 4, 5, 6 21.20 26.50 0.00 0.00

LL 1, 2, 3 5.30 10.60 0.00 0.00

LL 3, 4, 5 15.90 21.20 0.00 0.00

LL 5, 6 26.50 31.80 0.00 0.00

---------------------------------------------------------------------------------------------------------------------------------------------------------------

Reacciones:

Nudos estado Rx Ry Mz

[Ton] [Ton] [Ton*m]

------------------------------------------------------------------------------------------------------

1 D1 0.00 0.53 0.00

2 D1 0.00 1.52 0.00

3 D1 0.00 1.28 0.00

4 D1 0.00 1.36 0.00

5 D1 0.00 1.28 0.00

6 D1 0.00 1.52 0.00

7 D1 0.00 0.53 0.00

------------------------------------------------------------------------------------------------------

1 Min. 0.00 0.53 0.00

2 Min. 0.00 1.52 0.00

3 Min. 0.00 1.28 0.00

DISEÑO ESTRUCTURAL

4 Min. 0.00 1.36 0.00

5 Min. 0.00 1.28 0.00

6 Min. 0.00 1.52 0.00

7 Min. 0.00 0.53 0.00

------------------------------------------------------------------------------------------------------

1 Max. 0.00 0.53 0.00

2 Max. 0.00 1.52 0.00

3 Max. 0.00 1.28 0.00

4 Max. 0.00 1.36 0.00

5 Max. 0.00 1.28 0.00

6 Max. 0.00 1.52 0.00

7 Max. 0.00 0.53 0.00

------------------------------------------------------------------------------------------------------

Esfuerzos y puntos de inflexión

Estación Estado Distancia Corte V Momento M

[%] [m] [Ton] [Ton*m]

------------------------------------------------------------------------------------------------------------

0 D1 0.00 -0.53 0.00

7 D1 2.12 0.01 0.55

13 D1 4.18 0.53 0.00

17 D1 5.30 0.81 -0.75

17 D1 5.30 -0.71 -0.75

21 D1 6.72 -0.35 0.00

25 D1 8.08 0.00 0.24

30 D1 9.48 0.35 0.00

33 D1 10.60 0.63 -0.54

33 D1 10.60 -0.66 -0.54

37 D1 11.64 -0.39 0.00

42 D1 13.25 0.01 0.31

46 D1 14.76 0.39 0.00

50 D1 15.90 0.68 -0.61

50 D1 15.90 -0.68 -0.61

DISEÑO ESTRUCTURAL

54 D1 17.04 -0.39 0.00

58 D1 18.55 -0.01 0.31

63 D1 20.16 0.39 0.00

67 D1 21.20 0.66 -0.54

67 D1 21.20 -0.63 -0.54

70 D1 22.32 -0.35 0.00

75 D1 23.72 0.00 0.24

79 D1 25.08 0.35 0.00

83 D1 26.50 0.71 -0.75

83 D1 26.50 -0.81 -0.75

87 D1 27.62 -0.53 0.00

93 D1 29.68 -0.01 0.55

100 D1 31.80 0.53 0.00

------------------------------------------------------------------------------------------------------------

Deflexiones críticas

Estado Tramo Distancia @ Deflexión Admisible

[m] [%] [cm] f(L) [cm]

--------------------------------------------------------------------------------------------------------------------------------------------------

S1 6 29.42 92.50 0.16342 (L/3243) 1.47222

--------------------------------------------------------------------------------------------------------------------------------------------------

Envolventes :

Momentos flectores M33:

Momentos [Ton*m], Longitud [m]

DISEÑO ESTRUCTURAL

Esfuerzos cortantes V2:

Fuerzas [Ton], Longitud [m]

Traslación Vertical

Deflexión [cm], Longitud [m]

DISEÑO ESTRUCTURAL

DISEÑO:

Estatus : Bien

Armadura

Recubrimiento libre : 2.54 [cm]

Recubrimiento mecánico : 3.81 [cm]

Deformación unitaria límite a tracción : 0.004

Refuerzo longitudinal

Grupo Cantidad Diámetro Pos Eje Ref. 1 Dist1 Eje Ref. 2 Dist2 Gancho1

Gancho2

[m] [m]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 2 #5 Inferior 1 -0.10 7 0.10 Si Si

2 2 #5 Superior 1 -0.10 7 0.10 Si Si

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Longitudes de anclaje y empalme

Grupo Diámetro Ld Ldh L. Empalme L. total

[cm] [cm] [cm] [m]

------------------------------------------------------------------------------------------------------------------------------

1 #5 71.12 25.40 91.44 32.44

2 #5 91.44 25.40 119.38 32.44

DISEÑO ESTRUCTURAL

------------------------------------------------------------------------------------------------------------------------------

Refuerzo transversal

Tramo Diámetro Cantidad @ Ramas Cerrado

[cm]

----------------------------------------------------------------------------------------------------------------------------

1-2 #3 34 15.24 2 Si

2-3 #3 34 15.24 2 Si

3-4 #3 34 15.24 2 Si

4-5 #3 34 15.24 2 Si

5-6 #3 34 15.24 2 Si

6-7 #3 34 15.24 2 Si

----------------------------------------------------------------------------------------------------------------------------

Separación inicial de estribos:

Tramo S inicial Sin lim

[cm] [cm]

-------------------------------------------------------------

0-1 0.84 15.60

1-2 0.84 15.60

2-3 0.84 15.60

3-4 0.84 15.60

4-5 0.84 15.60

5-6 0.84 15.60

-------------------------------------------------------------

DISEÑO FLEXION

Tramo: 1-2 Miembro No: 1

DISEÑO ESTRUCTURAL

Altura efectiva: d = 31.19 [cm]

Porcentaje de redistribución de momentos: Apoyo A = 0.00% Apoyo B = 0.00%

Cuantía geométrica máxima: maxsup = 1.55% maxinf= 1.55%

Separación límite entre barras por fisuración: sb lim = 30.61 [cm]

Momentos flectores

Estación Mu[Ton*m] *Mn[Ton*m] Asreq [cm2] Asprov [cm2] (%) sb [cm] Mu/(*Mn)

No. Dist neg pos neg pos sup inf sup inf sup inf sup inf

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 0% 0.00 0.00 -4.32 4.32 0.00 0.00 3.92 3.92 0.43 0.43 17.62 17.62 0.00

2 10% 0.00 0.24 -4.41 4.41 0.00 0.28 4.00 4.00 0.43 0.43 17.62 17.62 0.06

3 20% 0.00 0.42 -4.41 4.41 0.00 0.48 4.00 4.00 0.43 0.43 17.62 17.62 0.09

4 30% 0.00 0.52 -4.41 4.41 0.00 0.60 4.00 4.00 0.43 0.43 17.62 17.62 0.12

5 40% 0.00 0.55 -4.41 4.41 0.00 0.64 4.00 4.00 0.43 0.43 17.62 17.62 0.12

6 50% 0.00 0.51 -4.41 4.41 0.00 0.59 4.00 4.00 0.43 0.43 17.62 17.62 0.12

7 60% 0.00 0.40 -4.41 4.41 0.00 0.46 4.00 4.00 0.43 0.43 17.62 17.62 0.09

8 70% 0.00 0.22 -4.41 4.41 0.00 0.25 4.00 4.00 0.43 0.43 17.62 17.62 0.05

9 80% -0.03 0.00 -4.41 4.41 0.04 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.01

10 90% -0.35 0.00 -4.41 4.41 0.41 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.08

11 100% -0.75 0.00 -4.41 4.41 0.87 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.17

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

C 100% -0.75 0.00 -4.41 4.41 0.87 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.17

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

Tramo: 2-3 Miembro No: 4

Altura efectiva: d = 31.19 [cm]

Porcentaje de redistribución de momentos: Apoyo A = 0.00% Apoyo B = 0.00%

Cuantía geométrica máxima: maxsup = 1.55% maxinf= 1.55%

Separación límite entre barras por fisuración: sb lim = 30.61 [cm]

Momentos flectores

Estación Mu[Ton*m] *Mn[Ton*m] Asreq [cm2] Asprov [cm2] (%) sb [cm] Mu/(*Mn)

No. Dist neg pos neg pos sup inf sup inf sup inf sup inf

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 0% -0.75 0.00 -4.41 4.41 0.87 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.17

2 10% -0.41 0.00 -4.41 4.41 0.47 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.09

3 20% -0.14 0.00 -4.41 4.41 0.16 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.03

4 30% 0.00 0.06 -4.41 4.41 0.00 0.06 4.00 4.00 0.43 0.43 17.62 17.62 0.01

5 40% 0.00 0.18 -4.41 4.41 0.00 0.21 4.00 4.00 0.43 0.43 17.62 17.62 0.04

6 50% 0.00 0.24 -4.41 4.41 0.00 0.27 4.00 4.00 0.43 0.43 17.62 17.62 0.05

7 60% 0.00 0.22 -4.41 4.41 0.00 0.26 4.00 4.00 0.43 0.43 17.62 17.62 0.05

8 70% 0.00 0.14 -4.41 4.41 0.00 0.16 4.00 4.00 0.43 0.43 17.62 17.62 0.03

9 80% -0.02 0.00 -4.41 4.41 0.02 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.00

10 90% -0.25 0.00 -4.41 4.41 0.28 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.06

11 100% -0.54 0.00 -4.41 4.41 0.63 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.12

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

C 0% -0.75 0.00 -4.41 4.41 0.87 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.17

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

Tramo: 3-4 Miembro No: 2

Altura efectiva: d = 31.19 [cm]

Porcentaje de redistribución de momentos: Apoyo A = 0.00% Apoyo B = 0.00%

Cuantía geométrica máxima: maxsup = 1.55% maxinf= 1.55%

Separación límite entre barras por fisuración: sb lim = 30.61 [cm]

Momentos flectores

Estación Mu[Ton*m] *Mn[Ton*m] Asreq [cm2] Asprov [cm2] (%) sb [cm] Mu/(*Mn)

No. Dist neg pos neg pos sup inf sup inf sup inf sup inf

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 0% -0.54 0.00 -4.41 4.41 0.63 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.12

2 10% -0.23 0.00 -4.41 4.41 0.27 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.05

3 20% 0.00 0.01 -4.41 4.41 0.01 0.01 4.00 4.00 0.43 0.43 17.62 17.62 0.00

4 30% 0.00 0.18 -4.41 4.41 0.00 0.20 4.00 4.00 0.43 0.43 17.62 17.62 0.04

5 40% 0.00 0.28 -4.41 4.41 0.00 0.32 4.00 4.00 0.43 0.43 17.62 17.62 0.06

6 50% 0.00 0.31 -4.41 4.41 0.00 0.35 4.00 4.00 0.43 0.43 17.62 17.62 0.07

7 60% 0.00 0.26 -4.41 4.41 0.00 0.30 4.00 4.00 0.43 0.43 17.62 17.62 0.06

8 70% 0.00 0.15 -4.41 4.41 0.00 0.17 4.00 4.00 0.43 0.43 17.62 17.62 0.03

9 80% -0.03 0.00 -4.41 4.41 0.04 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.01

10 90% -0.29 0.00 -4.41 4.41 0.33 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.07

11 100% -0.61 0.00 -4.41 4.41 0.71 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.14

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

C 100% -0.61 0.00 -4.41 4.41 0.71 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.14

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Tramo: 4-5 Miembro No: 5

Altura efectiva: d = 31.19 [cm]

Porcentaje de redistribución de momentos: Apoyo A = 0.00% Apoyo B = 0.00%

Cuantía geométrica máxima: maxsup = 1.55% maxinf= 1.55%

Separación límite entre barras por fisuración: sb lim = 30.61 [cm]

Momentos flectores

Estación Mu[Ton*m] *Mn[Ton*m] Asreq [cm2] Asprov [cm2] (%) sb [cm] Mu/(*Mn)

No. Dist neg pos neg pos sup inf sup inf sup inf sup inf

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 0% -0.61 0.00 -4.41 4.41 0.71 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.14

2 10% -0.29 0.00 -4.41 4.41 0.33 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.07

3 20% -0.03 0.00 -4.41 4.41 0.04 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.01

4 30% 0.00 0.15 -4.41 4.41 0.00 0.17 4.00 4.00 0.43 0.43 17.62 17.62 0.03

5 40% 0.00 0.26 -4.41 4.41 0.00 0.30 4.00 4.00 0.43 0.43 17.62 17.62 0.06

6 50% 0.00 0.31 -4.41 4.41 0.00 0.35 4.00 4.00 0.43 0.43 17.62 17.62 0.07

7 60% 0.00 0.28 -4.41 4.41 0.00 0.32 4.00 4.00 0.43 0.43 17.62 17.62 0.06

8 70% 0.00 0.18 -4.41 4.41 0.00 0.20 4.00 4.00 0.43 0.43 17.62 17.62 0.04

9 80% 0.00 0.01 -4.41 4.41 0.01 0.01 4.00 4.00 0.43 0.43 17.62 17.62 0.00

DISEÑO ESTRUCTURAL

10 90% -0.23 0.00 -4.41 4.41 0.27 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.05

11 100% -0.54 0.00 -4.41 4.41 0.63 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.12

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

C 0% -0.61 0.00 -4.41 4.41 0.71 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.14

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Tramo: 5-6 Miembro No: 3

Altura efectiva: d = 31.19 [cm]

Porcentaje de redistribución de momentos: Apoyo A = 0.00% Apoyo B = 0.00%

Cuantía geométrica máxima: maxsup = 1.55% maxinf= 1.55%

Separación límite entre barras por fisuración: sb lim = 30.61 [cm]

Momentos flectores

Estación Mu[Ton*m] *Mn[Ton*m] Asreq [cm2] Asprov [cm2] (%) sb [cm] Mu/(*Mn)

No. Dist neg pos neg pos sup inf sup inf sup inf sup inf

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 0% -0.54 0.00 -4.41 4.41 0.63 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.12

2 10% -0.25 0.00 -4.41 4.41 0.28 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.06

3 20% -0.02 0.00 -4.41 4.41 0.02 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.00

4 30% 0.00 0.14 -4.41 4.41 0.00 0.16 4.00 4.00 0.43 0.43 17.62 17.62 0.03

5 40% 0.00 0.22 -4.41 4.41 0.00 0.26 4.00 4.00 0.43 0.43 17.62 17.62 0.05

6 50% 0.00 0.24 -4.41 4.41 0.00 0.27 4.00 4.00 0.43 0.43 17.62 17.62 0.05

DISEÑO ESTRUCTURAL

7 60% 0.00 0.18 -4.41 4.41 0.00 0.21 4.00 4.00 0.43 0.43 17.62 17.62 0.04

8 70% 0.00 0.06 -4.41 4.41 0.00 0.06 4.00 4.00 0.43 0.43 17.62 17.62 0.01

9 80% -0.14 0.00 -4.41 4.41 0.16 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.03

10 90% -0.41 0.00 -4.41 4.41 0.47 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.09

11 100% -0.75 0.00 -4.41 4.41 0.87 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.17

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

C 100% -0.75 0.00 -4.41 4.41 0.87 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.17

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Tramo: 6-7 Miembro No: 6

Altura efectiva: d = 31.19 [cm]

Porcentaje de redistribución de momentos: Apoyo A = 0.00% Apoyo B = 0.00%

Cuantía geométrica máxima: maxsup = 1.55% maxinf= 1.55%

Separación límite entre barras por fisuración: sb lim = 30.61 [cm]

Momentos flectores

Estación Mu[Ton*m] *Mn[Ton*m] Asreq [cm2] Asprov [cm2] (%) sb [cm] Mu/(*Mn)

No. Dist neg pos neg pos sup inf sup inf sup inf sup inf

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 0% -0.75 0.00 -4.41 4.41 0.87 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.17

2 10% -0.35 0.00 -4.41 4.41 0.41 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.08

3 20% -0.03 0.00 -4.41 4.41 0.04 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.01

DISEÑO ESTRUCTURAL

4 30% 0.00 0.22 -4.41 4.41 0.00 0.25 4.00 4.00 0.43 0.43 17.62 17.62 0.05

5 40% 0.00 0.40 -4.41 4.41 0.00 0.46 4.00 4.00 0.43 0.43 17.62 17.62 0.09

6 50% 0.00 0.51 -4.41 4.41 0.00 0.59 4.00 4.00 0.43 0.43 17.62 17.62 0.12

7 60% 0.00 0.55 -4.41 4.41 0.00 0.64 4.00 4.00 0.43 0.43 17.62 17.62 0.12

8 70% 0.00 0.52 -4.41 4.41 0.00 0.60 4.00 4.00 0.43 0.43 17.62 17.62 0.12

9 80% 0.00 0.42 -4.41 4.41 0.00 0.48 4.00 4.00 0.43 0.43 17.62 17.62 0.09

10 90% 0.00 0.24 -4.41 4.41 0.00 0.28 4.00 4.00 0.43 0.43 17.62 17.62 0.06

11 100% 0.00 0.00 -4.32 4.32 0.00 0.00 3.92 3.92 0.43 0.43 17.62 17.62 0.00

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

C 0% -0.75 0.00 -4.41 4.41 0.87 0.00 4.00 4.00 0.43 0.43 17.62 17.62 0.17

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

CORTE Y TORSIÓN

Tramo: 1-2 Miembro No: 1

Estación Estribos Spc prov Spc lim Tu *Tn Al Vu Vs Vc *Vn Vu/(*Vn)

No. Dist Diám VCT [cm] [cm] [Ton*m] [Ton*m] [cm2] [Ton] [Ton] [Ton] [Ton]

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 0% #3 15.24 15.60 0.00 1.73 0.00 0.44 12.20 7.19 14.54 0.03

2 10% #3 15.24 15.60 0.00 1.73 0.00 0.39 12.20 7.19 14.54 0.03

3 20% #3 15.24 15.60 0.00 1.73 0.00 0.26 12.20 7.19 14.54 0.02

4 30% #3 15.24 15.60 0.00 1.73 0.00 0.13 12.20 7.19 14.54 0.01

DISEÑO ESTRUCTURAL

5 40% #3 15.24 15.60 0.00 1.73 0.00 0.01 12.20 7.19 14.54 0.00

6 50% #3 15.24 15.60 0.00 1.73 0.00 0.14 12.20 7.19 14.54 0.01

7 60% #3 15.24 15.60 0.00 1.73 0.00 0.27 12.20 7.19 14.54 0.02

8 70% #3 15.24 15.60 0.00 1.73 0.00 0.41 12.20 7.19 14.54 0.03

9 80% #3 15.24 15.60 0.00 1.73 0.00 0.54 12.20 7.19 14.54 0.04

10 90% #3 15.24 15.60 0.00 1.73 0.00 0.68 12.20 7.19 14.54 0.05

11 100% #3 15.24 15.60 0.00 1.73 0.00 0.73 12.20 7.19 14.54 0.05

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

C 94% #3 15.24 15.60 0.00 1.73 0.00 0.73 12.20 7.19 14.54 0.05

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Tramo: 2-3 Miembro No: 4

Estación Estribos Spc prov Spc lim Tu *Tn Al Vu Vs Vc *Vn Vu/(*Vn)

No. Dist Diám VCT [cm] [cm] [Ton*m] [Ton*m] [cm2] [Ton] [Ton] [Ton] [Ton]

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 0% #3 15.24 15.60 0.00 1.73 0.00 0.62 12.20 7.19 14.54 0.04

2 10% #3 15.24 15.60 0.00 1.73 0.00 0.57 12.20 7.19 14.54 0.04

3 20% #3 15.24 15.60 0.00 1.73 0.00 0.44 12.20 7.19 14.54 0.03

4 30% #3 15.24 15.60 0.00 1.73 0.00 0.31 12.20 7.19 14.54 0.02

5 40% #3 15.24 15.60 0.00 1.73 0.00 0.17 12.20 7.19 14.54 0.01

6 50% #3 15.24 15.60 0.00 1.73 0.00 0.04 12.20 7.19 14.54 0.00

7 60% #3 15.24 15.60 0.00 1.73 0.00 0.10 12.20 7.19 14.54 0.01

8 70% #3 15.24 15.60 0.00 1.73 0.00 0.23 12.20 7.19 14.54 0.02

9 80% #3 15.24 15.60 0.00 1.73 0.00 0.36 12.20 7.19 14.54 0.02

DISEÑO ESTRUCTURAL

10 90% #3 15.24 15.60 0.00 1.73 0.00 0.50 12.20 7.19 14.54 0.03

11 100% #3 15.24 15.60 0.00 1.73 0.00 0.55 12.20 7.19 14.54 0.04

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

C 0% #3 15.24 15.60 0.00 1.73 0.00 0.62 12.20 7.19 14.54 0.04

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Tramo: 3-4 Miembro No: 2

Estación Estribos Spc prov Spc lim Tu *Tn Al Vu Vs Vc *Vn Vu/(*Vn)

No. Dist Diám VCT [cm] [cm] [Ton*m] [Ton*m] [cm2] [Ton] [Ton] [Ton] [Ton]

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 0% #3 15.24 15.60 0.00 1.73 0.00 0.57 12.20 7.19 14.54 0.04

2 10% #3 15.24 15.60 0.00 1.73 0.00 0.52 12.20 7.19 14.54 0.04

3 20% #3 15.24 15.60 0.00 1.73 0.00 0.39 12.20 7.19 14.54 0.03

4 30% #3 15.24 15.60 0.00 1.73 0.00 0.25 12.20 7.19 14.54 0.02

5 40% #3 15.24 15.60 0.00 1.73 0.00 0.12 12.20 7.19 14.54 0.01

6 50% #3 15.24 15.60 0.00 1.73 0.00 0.01 12.20 7.19 14.54 0.00

7 60% #3 15.24 15.60 0.00 1.73 0.00 0.15 12.20 7.19 14.54 0.01

8 70% #3 15.24 15.60 0.00 1.73 0.00 0.28 12.20 7.19 14.54 0.02

9 80% #3 15.24 15.60 0.00 1.73 0.00 0.41 12.20 7.19 14.54 0.03

10 90% #3 15.24 15.60 0.00 1.73 0.00 0.55 12.20 7.19 14.54 0.04

11 100% #3 15.24 15.60 0.00 1.73 0.00 0.60 12.20 7.19 14.54 0.04

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

C 94% #3 15.24 15.60 0.00 1.73 0.00 0.60 12.20 7.19 14.54 0.04

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

Tramo: 4-5 Miembro No: 5

Estación Estribos Spc prov Spc lim Tu *Tn Al Vu Vs Vc *Vn Vu/(*Vn)

No. Dist Diám VCT [cm] [cm] [Ton*m] [Ton*m] [cm2] [Ton] [Ton] [Ton] [Ton]

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 0% #3 15.24 15.60 0.00 1.73 0.00 0.60 12.20 7.19 14.54 0.04

2 10% #3 15.24 15.60 0.00 1.73 0.00 0.55 12.20 7.19 14.54 0.04

3 20% #3 15.24 15.60 0.00 1.73 0.00 0.41 12.20 7.19 14.54 0.03

4 30% #3 15.24 15.60 0.00 1.73 0.00 0.28 12.20 7.19 14.54 0.02

5 40% #3 15.24 15.60 0.00 1.73 0.00 0.15 12.20 7.19 14.54 0.01

6 50% #3 15.24 15.60 0.00 1.73 0.00 0.01 12.20 7.19 14.54 0.00

7 60% #3 15.24 15.60 0.00 1.73 0.00 0.12 12.20 7.19 14.54 0.01

8 70% #3 15.24 15.60 0.00 1.73 0.00 0.25 12.20 7.19 14.54 0.02

9 80% #3 15.24 15.60 0.00 1.73 0.00 0.39 12.20 7.19 14.54 0.03

10 90% #3 15.24 15.60 0.00 1.73 0.00 0.52 12.20 7.19 14.54 0.04

11 100% #3 15.24 15.60 0.00 1.73 0.00 0.57 12.20 7.19 14.54 0.04

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

C 0% #3 15.24 15.60 0.00 1.73 0.00 0.60 12.20 7.19 14.54 0.04

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

Tramo: 5-6 Miembro No: 3

Estación Estribos Spc prov Spc lim Tu *Tn Al Vu Vs Vc *Vn Vu/(*Vn)

No. Dist Diám VCT [cm] [cm] [Ton*m] [Ton*m] [cm2] [Ton] [Ton] [Ton] [Ton]

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 0% #3 15.24 15.60 0.00 1.73 0.00 0.55 12.20 7.19 14.54 0.04

2 10% #3 15.24 15.60 0.00 1.73 0.00 0.50 12.20 7.19 14.54 0.03

3 20% #3 15.24 15.60 0.00 1.73 0.00 0.36 12.20 7.19 14.54 0.02

4 30% #3 15.24 15.60 0.00 1.73 0.00 0.23 12.20 7.19 14.54 0.02

5 40% #3 15.24 15.60 0.00 1.73 0.00 0.10 12.20 7.19 14.54 0.01

6 50% #3 15.24 15.60 0.00 1.73 0.00 0.04 12.20 7.19 14.54 0.00

7 60% #3 15.24 15.60 0.00 1.73 0.00 0.17 12.20 7.19 14.54 0.01

8 70% #3 15.24 15.60 0.00 1.73 0.00 0.31 12.20 7.19 14.54 0.02

9 80% #3 15.24 15.60 0.00 1.73 0.00 0.44 12.20 7.19 14.54 0.03

10 90% #3 15.24 15.60 0.00 1.73 0.00 0.57 12.20 7.19 14.54 0.04

11 100% #3 15.24 15.60 0.00 1.73 0.00 0.62 12.20 7.19 14.54 0.04

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

C 94% #3 15.24 15.60 0.00 1.73 0.00 0.62 12.20 7.19 14.54 0.04

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

Tramo: 6-7 Miembro No: 6

Estación Estribos Spc prov Spc lim Tu *Tn Al Vu Vs Vc *Vn Vu/(*Vn)

No. Dist Diám VCT [cm] [cm] [Ton*m] [Ton*m] [cm2] [Ton] [Ton] [Ton] [Ton]

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 0% #3 15.24 15.60 0.00 1.73 0.00 0.73 12.20 7.19 14.54 0.05

2 10% #3 15.24 15.60 0.00 1.73 0.00 0.68 12.20 7.19 14.54 0.05

3 20% #3 15.24 15.60 0.00 1.73 0.00 0.54 12.20 7.19 14.54 0.04

4 30% #3 15.24 15.60 0.00 1.73 0.00 0.41 12.20 7.19 14.54 0.03

5 40% #3 15.24 15.60 0.00 1.73 0.00 0.27 12.20 7.19 14.54 0.02

6 50% #3 15.24 15.60 0.00 1.73 0.00 0.14 12.20 7.19 14.54 0.01

7 60% #3 15.24 15.60 0.00 1.73 0.00 0.01 12.20 7.19 14.54 0.00

8 70% #3 15.24 15.60 0.00 1.73 0.00 0.13 12.20 7.19 14.54 0.01

9 80% #3 15.24 15.60 0.00 1.73 0.00 0.26 12.20 7.19 14.54 0.02

10 90% #3 15.24 15.60 0.00 1.73 0.00 0.39 12.20 7.19 14.54 0.03

11 100% #3 15.24 15.60 0.00 1.73 0.00 0.44 12.20 7.19 14.54 0.03

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

C 0% #3 15.24 15.60 0.00 1.73 0.00 0.73 12.20 7.19 14.54 0.05

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DISEÑO ESTRUCTURAL

Notas aclaratorias:

* Sólo se consideran las solicitaciones a flexión (Mu), corte (Vu) y torsión (Tu) en el diseño.

* Los valores en rojo no cumplen con alguna provisión de la norma.

* El área requerida por flexión tanto negativa como positiva incluye el refuerzo longitudinal. Vea, abajo, la nota

relacionada con el parámetro VCT para determinar cuando las barras han sido provistas para resistir además torsión o

compresión. Esta armadura considera el área de refuerzo mínimo dado por norma (10.5).

* Las barras no contribuirán a la resistencia del miembro en una distancia igual al máx(12*db,d) cuando el diagrama de

momentos disminuye en la misma dirección del anclaje.

* Si la sección se encuentra dentro de la longitud de anclaje, el aporte de resistencia será proporcional al desarrollo de

su longitud de anclaje hasta el punto en consideración.

* Asprov es el refuerzo provisto considerando el descuento por la longitud de anclaje mencionado en el punto anterior.

* "C" indica la estación crítica del tramo.

DISEÑO ESTRUCTURAL

* Ld-Ldh = La longitud de anclaje de cada barra. Considera la longitud del gancho Ldh en el caso que la barra termine

en gancho.

* La longitud de empalme mostrada no se encuentra reducida por el factor Asreq/Asprov.

* sb = separación libre entre barras superior o inferior correspondiente a la capa de barras mas cercana al borde de la

viga (capa 1). No se calcula cuando se dispone de una sola barra.

* El refuerzo transversal se encuentra ordenado de izquierda a derecha.

* Estribos VCT = una bandera que determina si son necesarios los estribos para resistir corte (V), torsión (T) o por

tener armadura a compresión (C).

* Spa = separación entre estribos asignada por el usuario.

* Spa lim = separación límite dada por condiciones geométricas. (11.5.4.1, 11.5.4.3, 21.3.3.2, 21.10.4.2)

* closed = Indica si el estribo es cerrado (si) o abierto (no).

* Mu/(*Mn) = Relación de resistencia crítica para la estación. Si el valor se encuentra en rojo, la relación es mayor a la

unidad.

* Al = Es el refuerzo total adicional requerido por torsión.

* El programa no considera las verificaciones ACI 318-99 12.11.3 de la norma para la longitud de anclaje, limitando el

diámetro de la barra a utilizar.

DISEÑO ESTRUCTURAL

9. DISEÑO DE PLACA BASE

CONEXION TIPO PLACA BASE A COMPRESION AISC, Vol II, 6-13 al 6-20

Datos para el diseño Apoyo columna,

P : Fuerza de compresion de la columna sobre la placa 6.90 Kips

M : Momento flexor de la columna sobre la placa .00 Kips pulgs

V : Fuerza cortante horizontal sobre la placa .31 Kips

fc ' : Esfuerzo de compresion admisible del concreto 3.00 Kips/pulgs²

d : Altura de la seccion de la columna 10.00 pulgs

bf : Ancho de la seccion de la columna 12.00 pulgs

Fy : Esfuerzo de fluencia del material de la placa base 36.00 Ksi

Bc : Ancho de la seccion transversal del pedestal de concreto 14.00 pulgs

Hc : Altura de la seccion transversal del pedestal de concreto 27.50 pulgs

bp : Distancia de centro pernos al borde en la direccion principal (Direc. " N ") 1.75 pulgs

n : Numero de pernos de anclaje en la linea de tension 2.00 unds

nt : Numero total de pernos de anclaje en el apoyo 2.00 unds

B : Ancho de la placa base

N : Altura de la placa base

A2 : Area transversal del pedestal de concreto

A1 : Area necesaria de placa base

A2 = Bc x Hc = 385.00 pulgs²

Evaluacion del valor de "A1"

A1 es igual al mayor valor de las siguientes tres expresiones :

( 1 / A2 ) x ( P / (0.35 x fc' ) ² = .11 pulgs²

P / ( 0.7 x fc' ) = 3.29 pulgs²

bf x d = 120.00 pulgs²

, Por tanto, A1 = 120.00 pulgs²

Optimisacion de las dimenciones de placa base ( procurar : n = m )

=0.5 x ( 0.95 x d - 0.80 x bf ) = -.05 pulgs

N = A1 + = 10.90 pulgs , Usar : 14.00 pulgs

N³ d , O. K.

B =A1 / N = 11.00 pulgs , Usar : 27.50 pulgs

B ³ bf , O. K.

A1 = N x B = 385.00 pulgs²

Verificacion de presiones sobre el pedestal de concreto

fp = P / A1 = .02 Ksi

Fp = 0.35 x fc' x A2 / A1 < 0.70 x fc'

Fp = 1.05 Ksi 0.70 x fc' = 2.10 Ksi

Fp < 0.70 x fc' , O. K.

fp < Fp , O. K.

m = ( N - 0.95 x d ) / 2 = 2.25 pulgs

n = ( B - 0.80 x bf ) / 2 = 8.95 pulgs

q = 4 x fp x d x bf / ( d + bf ) ² x Fp < 1.00

q =0.017 O. K.

l = 2 x ( 1 - 1 - q ) / q 1.00

l = 0.131 O. K.

n ' = ( d x bf ) / 4 = 2.74 pulgs

l x n ' = .36 pulgs

c =max ( m , n , n ' x l ) por tanto , c =8.95 pulgs

tp =2 x c x fp / Fy = .40 pulgs Usar : 1/2 pulgs E= 7/16"

USAR PLACA DE APOYO : 14.00 pulgs X 27.50 pulgs E= 7/16"

DISEÑO ESTRUCTURAL

10. DISEÑO DE PERNOS

PERNOS DE ANCLAJE AISC, Vol II, Conexiones, ASD, Cap. 6.16-17

Datos para el diseño

T : Fuerza de tension aplicada sobre el perno critico 2.80 Kips

fc ' : Esfuerzo de compresion admisible del concreto 3.00 Ksi

Fu : Esfuerzo de tension ultimo del material del perno, AISC, Cap.4, Tabla I-B 58.00 Ksi

At : Area tributaria al perno critico correspondiente a su cono de esfuerzo 87.22 pulgs²

d : Diametro del perno

T adm : fuerza de tension admisible para el perno de diametro seleccionado

L : Longitud recta del perno embebida en el concreto

Lh : Longitud del gancho o doblez de anclaje del perno

L : Longitud recta del perno embebida en el concreto

Lt : Longitud total del perno de anclaje

Esfuerzos de tension y cortante cobinados admisible

Ab = ¶ x d ² / 4 = .44 pulgs²

fv = V / ( nt x Ab ) = 0.00 ksi

Ft = 26 - 1.8 fv = 26.00 ksi < ó = 20 ksi

Ft = 20.00 ksi

d = 4 x T / (p x Ft ) = 0.42 pulgs

, Usar : 3/4 pulgs

T adm = Ft x p x d ² / 4 = 8.84 Kips

Longitud necesaria de doblez del perno para desarollar Tadm / 2

Lh = 1.7 x Tadm / ( 1.4 x fc' x d ) = 4.77 pulgs

, Usar : 6 pulgs

Longitud recta del perno enbebida en el concreto

Tension admisible en el cono de esfuerzos correspondiente al perno en cuestion

At = 87.22 pulgs² < ó = A max = ¶ x L ² / 2 = 904.78 pulgs² O. K.

TC adm = At x 2 x fc = 9.55 Kips < ó = T real = 2.80 Kips O. K.

Longitud recta necesaria

L nec. = 2 x At / ¶ = 7.45 pulgs > ó = 12 x d = 9 pulgs

Usar : L = 24 pulgs

Longitud total del perno de anclaje

Lt = L + Lh = 30 pulgs

Distancia minima al borde, ( 4 pulgs minimo )

Ed = 5 x d = 3 3/4 pulgs

USAR MINIMO 8 PERNOS DE ANCLAJE : ø 3/4 pulgs , A 36

4 pulgs

30 pulgs de longitud total, Acero

con 6 pulgs de doblez y una distancia al borde de

DISEÑO ESTRUCTURAL

11. DISEÑO DE SOLDADURA PLATINA E= ¼” , 1/8”

DATOS:

ELEMENTOS A UNIR: Diagonales y montantes a la Cartela.

Elemento Espesor (pul) Area (pul2) fy fluencia (ksi) fu rotura(ksi)

L 2X2X1/8" 1/8 0.5 36 58

Platina e(pul)= 1/4 - 36 58

U = 0.87

Soldadura: E 50

Tipo:

Cálculo:

1-) Para el L 2X2X1/8" Se tiene:

Pn1 = 15.68 Kips

7.127 Ton Controla

Pn2 = 18.9225 Kips

8.60 Ton

2-) Tamaño máx soldadura: 1/16 Pul

1.59 mm

Tamaño mín. sold 1/8 Pul

0 3 mm

Soldadura suministrada: 1/8 Pul

3.18 mm

3-) Espesor efectivo de la garganta: 0 000 Pul

Separación entre cordones de

sold. (Ancho elem. a conectar)

Longitud de la sold. Req. = 7.88 Pul

Long.perpendicular a la

dirección de la Fza.

MÍNIMA REQUERIDA 0.50 PulLong.perpendicular a la

dirección de la Fza.

SUMINISTRADA 3.00 PulLong.paralela a la dirección de la

Fuerza MÍNIMA REQUERIDA 2.44 PulLong.paralela a la dirección

de la Fuerza SUMINISTRADA 3.75 Pul

DISEÑO DE CONEXIONES SOLDADAS

Filete

0 5 Pul

DISEÑO ESTRUCTURAL

DATOS:

ELEMENTOS A UNIR: Cordón superiore inferior a la cartela.

Elemento Espesor (pul) Area (pul2) fy fluencia (ksi) fu rotura(ksi)

L 2X2X1/8" 1/8 4 36 58

Platina e(pul)= 1/8 - 36 58

U = 0.87

Soldadura: E 50

Tipo:

Cálculo:

1-) Para el L 2X2X1/8" Se tiene:

Pu1 = 15.68 Kips

7.13 Ton Controla

Pu2 = 151.38 Kips

68.81 Ton

2-) Tamaño máx soldadura: 1/16 Pul

1.59 mm

Tamaño mín. sold 1/8 Pul

0 3 mm

Soldadura suministrada: 1/8 Pul

0 3 mm

3-) Espesor efectivo de la garganta: 0 000 Pul

Separación entre cordones de

sold. (Ancho elem. a conectar)

Longitud de la sold. Req. = 7.88 Pul

Long.perpendicular a la

dirección de la Fza. MÍN

REQUERIDA 0.50 Pul

Long.perpendicular a la

dirección de la Fza.

SUMINISTRADA 5.00 Pul

Long.paralela a la dirección

de la Fuerza REQUERIDA

1.44 PulLong.paralela a la dirección

de la Fuerza SUMINISTRADA 6.50 Pul

DISEÑO DE CONEXIONES SOLDADAS

Filete

0 3 Pul

DISEÑO ESTRUCTURAL

DATOS:

ELEMENTOS A UNIR: Cordón inferior a la cartela.

Elemento Espesor (pul) Area (pul2) fy fluencia (ksi) fu rotura(ksi)

L 2X2X1/8" 1/8 3.42 36 58

Cartela e(pul)= 1/4 - 36 58

U = 0.75

Soldadura: E 50

Tipo:

Cálculo:

1-) Para el L 2X2X1/8" Se tiene:

Pu1 = 15.68 Kips

0 007 Ton Controla

Pu2 = 111.58 Kips

50.72 Ton

2-) Tamaño máx soldadura: 1/16 Pul

1.59 mm

Tamaño mín. sold 1/8 Pul

0 3 mm

Soldadura suministrada: 1/4 Pul

6 mm

3-) Espesor efectivo de la garganta: 0 000 Pul

Separación entre cordones de

sold. (Ancho elem. a conectar)

Longitud de la sold. Req. = 3.94 Pul

Long.perpendicular a la

dirección de la Fza. MÍN

REQUERIDA 1.00 Pul

Long.perpendicular a la

dirección de la Fza.

SUMINISTRADA 3.50 Pul

Long.paralela a la dirección

de la Fuerza REQUERIDA

0.22 PulLong.paralela a la dirección

de la Fuerza SUMINISTRADA 8.20 Pul

DISEÑO DE CONEXIONES SOLDADAS

Filete

0 4 Pul

DISEÑO ESTRUCTURAL

ANEXOS