Memoria Estructura Portachuello
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DISEÑO ESTRUCTURAL DISEÑO ESTRUCTURAL CUBIERTA POLIDEPORTIVO VEREDA PORTACHUELO- MUNICIPIO DE IMUES - NARIÑO
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MEMORIA
Transcript of 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
