informe trabajo final_sismo resistente_v1
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trabajo de sismoresistenciaTRANSCRIPT
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PROYECTO FINAL
ANLISIS MODAL ESPECTRAL Y CRONOLGICO DEL EDIFICIO
350
DISEO SISMO RESISTENTE
JUAN JOS CARVAJAL
MARCOS OMAR QUIMBAYO
UNIVERSIDAD DEL VALLE
ESCUELA DE INGENIERA CIVIL Y GEOMNTICA
ESPECIALIZACIN EN ESTRUCTURAL
2014
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TABLA DE CONTENIDO 1. INTRODUCCIN ................................................................................................................ 3
2. PROCEDIMIENTO Y DESCRIPCIN ESTRUCTURAL .......................................................... 4
2.1. Pre-Dimensionamiento ............................................................................................ 4
2.2. Evaluacin De Cargas ............................................................................................... 4
2.2.1. Cargas muertas ................................................................................................. 4
2.2.2. Carga viva .......................................................................................................... 4
3. ESPECTRO NEWMARK HALL ............................................................................................. 6
3.1. Caractersticas Geotcnicas Consideradas .............................................................. 6
3.2. Seales Ssmicas Consideradas ................................................................................ 6
3.3. Procedimiento .......................................................................................................... 7
3.4. Resultados Obtenidos .............................................................................................. 7
3.5. Mtodo De Newmark-Hall ....................................................................................... 8
4. ANLISIS CRONOLGICO ............................................................................................... 12
5. RESULTADOS ................................................................................................................... 16
5.1. Mtodo De NewMark-Hall ..................................................................................... 18
5.1.1. Ajuste de los resultados ................................................................................. 19
5.1.2. Chequeo de la deriva con las fuerzas ajustadas ............................................ 21
5.1.3. Calculo de las irregularidades ........................................................................ 22
5.2. Mtodo De Anlisis Cronolgico ............................................................................ 27
5.2.1. Ajuste de los resultados ................................................................................. 28
5.2.2. Chequeo de la deriva con las forzar ajustadas .............................................. 30
5.2.3. Calculo de las irregularidades ........................................................................ 32
6. DISEO DE LOS ELEMENTOS .......................................................................................... 34
6.1. Mtodo De Newmark-Hall ..................................................................................... 34
6.2. Mtodo De Anlisis Cronolgico ............................................................................ 41
7. CONCLUCIONES .............................................................................................................. 49
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1. INTRODUCCIN
De acuerdo a lo propuesto para el proyecto final de diseo sismo resistente se
obtuvo la arquitectura del bloque 350 y se realizaron los pasos propuestos por
medio de anlisis modal espectral usando el espectro de NewMark Hall y el anlisis
cronolgico utilizando los registros de los acelero-gramas de la microzonificacin
ssmica de Cali con el objetivo de llevar la estructura propuesta a cumplir las derivas
mximas permitidas por la Norma Sismo Resistente Colombiana (NSR-10).
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2. PROCEDIMIENTO Y DESCRIPCIN ESTRUCTURAL
La estructura se cheque para tener la resistencia y rigidez adecuada ante las
solicitaciones mnimas exigidas en las NSR-10; adems se verific que se dispone de
la rigidez necesaria para limitar la deformabilidad ante cargas de servicio, de tal
manera que no se vea afectado el funcionamiento de la estructura. A continuacin
se especifican las etapas que se llevaron a cabo para la realizacin del anlisis y
diseo estructural.
2.1. Pre-Dimensionamiento
Para evaluar las solicitaciones que puedan afectar la estructura, tales como el peso
propio de la estructura (PP), las cargas muertas de cubierta y de entrepiso (DL),
carga viva cubierta (Lr), carga viva de entrepiso (L), cargas de viento en la cubierta y
fachadas (W) y cargas ssmicas (E). De esta manera se pre-dimensiona la estructura
de acuerdo a las cargas estticas a las que se ver sometida.
El sistema estructural empleado para resistir cargas verticales y horizontales
(ssmicas) es de tipo Prticos Arriostrados Excntricamente, tal como se describe
en el Captulo A.3 de Reglamento Colombiano de Construccin Sismo Resistente
(NSR10).
2.2. Evaluacin De Cargas
2.2.1. Cargas muertas
La carga muerta cubre todas las cargas de elementos permanentes de construccin
incluyendo el peso propio, muros, pisos, cubiertas, cielos rasos, acabados y todas
aquellas cargas que son causadas por la ocupacin y su uso (NSR-10 Cap. B.3).
2.2.2. Carga viva
Las cargas vivas son aquellas cargas producidas por el uso y ocupacin de la
edificacin y no deben incluir cargas ambientales tales como viento y sismo. Las
cargas vivas en la cubierta son aquellas causadas por materiales, equipos y
trabajadores utilizados en el mantenimiento de la cubierta y durante la vida de la
estructura causada por objetos mviles y por las personas que tengan acceso a ellas.
A continuacin se presenta una relacin se las cargas vivas y muertas empleadas en
el diseo segn NSR-10.
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CARGAS DE PISO
Tabla B.4.2.1-1 Salones de clase
Tabla B.4.2.1-1 Corredores y escaleras
Carga Muerta
Tabla B.34.3-1
Tabla B.34.3-1
Total Carga Muerta:
CARGAS DE CUBIERTA
Tabla B.4.2.1-2
Carga Muerta
Total Carga Muerta:
Carga Viva:
Acabados De piso:
Muros Y particiones:
Carga Viva:
2.00 kN/m2
2.00 kN/m2
1.50 kN/m2
3.50 kN/m2
0.50 kN/m2
Carga Viva: 5.00 kN/m2
Teja: 0.40 kN/m2
Cielo Raso: 0.10 kN/m2
0.50 kN/m2
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3. ESPECTRO NEWMARK HALL
A continuacin se presenta un resumen de los resultados obtenidos al desarrollar un
espectro de diseo elstico mediante el uso del mtodo de Newmark-Hall y el
programa EFE-SIO desarrollado en la Universidad del Valle.
El espectro contempla los efectos de amplificacin generados por las caractersticas
dinmicas del suelo subyacente al Edificio 350 de la Universidad del Valle, por lo que
puede considerarse un espectro de diseo vlido nicamente en este sitio
especfico. Adicionalmente, el modelo considera la respuesta del suelo ante seales
ssmicas en escenarios Corticales, de Subduccin Superficial y de Subduccin
Profunda.
3.1. Caractersticas Geotcnicas Consideradas
La siguiente tabla relaciona las caractersticas geotcnicas consideradas durante el
anlisis de efectos de sitio.
H Vs Datos en roca:
[m] [m/s] [kN/m3] [%]
3.50 176.8 17.95 6.0 Vs= 1500 m/s
2.70 172.4 21.58 10.0 = 26 kN/m3
4.30 187.6 15.94 6.0 = 5 %
7.50 138.0 17.17 6.0
12.0 174.4 21.09 10.0
3.2. Seales Ssmicas Consideradas
Con el objetivo de considerar un amplio rango de comportamientos ssmicos, se
utilizaron los acelero gramas correspondientes a 10 sismos histricos, con diferentes
caractersticas y diferentes fuentes.
A continuacin se presenta una tabla donde se presentan los sismos considerados.
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Escenario Pas Ao Mes Da Hora Minuto Segundo
Cortical
Irn 2002 Junio 22 2 58 20
Japn 2005 Marzo 20 1 53 48
N. Zelanda
1991 Enero 28 18 0 57
Italia 1997 Septiembre 26 9 40 30
Subduccin Profunda
Japn 2003 Mayo 26 9 24 39
Per 1974 Enero 5 8 33 51
Chile 2005 Junio 13 22 44 33
Subduccin Superficial
Mxico 1985 Septiembre 19 13 17 43
Mxico 1985 Septiembre 21 1 37 19
N. Zelanda
2003 Agosto 21 12 12 59
3.3. Procedimiento
El proceso de construccin del siguiente espectro comienza con la adquisicin de los
acelero gramas antes mencionados, dada su variedad de orgenes, es necesario
estandarizar el sistema de unidades que manejan los datos para poder compararlos;
para esta tarea se escogi de la unidad [g].
Eventualmente, se procede a determinar la mxima aceleracin de todos los
registros y a normalizar los datos de todos los acelero gramas con respecto a dicho
valor.
Por ltimo, se ingresan los registros normalizados al programa EFE-SIO y se registran
las respuestas mximas en superficie en trminos de Aceleracin, Velocidad y
Desplazamiento.
3.4. Resultados Obtenidos
Respuestas mximas de los sismos del decreto de microzonificacin
Sismo Acel. Vel. Desp.
g m/s m para = 5%
Chile 0.028 0.007 0.008
Irn 0.140 0.055 0.571 A= 2.71
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Italia 0.001 0.001 0.005 V= 2.3
Japn Fukuoka 0.830 0.444 105.400 D= 2.01
Japn Honshu 0.459 3.180 2293.900
N. Zelanda Inangahua
0.389 0.532 96.740
N. Zelanda Jackson Bay
0.138 0.142 16.930
Per 0.517 0.296 12.900
Mxico PAPD 0.001 0.001 0.059
Mxico Union 1.215 1.470 16.330
Valores Mximos 1.215 3.180 2293.900
Valores Amplificados 3.293 7.314 4610.739
Respuestas mximas de los sismos retirando valores no representativos
Sismo Acel. Vel. Desp.
g m/s m
Chile 0.028 0.007 0.008
Irn 0.140 0.055
Italia 0.001 0.001 0.005
Japn Fukuoka
Japn Honshu
N. Zelanda Inangahua
0.389
N. Zelanda Jackson Bay
0.138 0.142
Per 0.517 0.296
Mxico PAPD 0.001 0.001 0.059
Mxico Union
Valores Mximos 0.517 0.296 0.059
Valores Amplificados 1.401 0.680 0.118
3.5. Mtodo De Newmark-Hall
El mtodo de Newmark-Hall es uno de distintos mtodos utilizados para la
generacin de espectros de diseo con base en seales ssmicas existentes.
Dicho mtodo consiste en graficar en un diagrama tripartita (Aceleracin, Velocidad
y Desplazamiento) las respuestas mximas obtenidas del anlisis de efectos de sitio
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y generar unas lneas envolventes siguiendo criterios geomtricos. Adicionalmente,
se escalan los valores obtenidos por los factores A,V,D
A partir del espectro generado en el diagrama tripartita en escala logartmica, se
procede a leer distintos valores sobre el diagrama para generar un espectro en
escala lineal ms fcil de interpretar y utilizar.
Una vez se obtiene el espectro de pseudo-velocidad, se pueden calcular los
espectros de pseudo-aceleracin y desplazamientos simplemente modulando por el
valor .
T Acel. Vel. Desp.
[s] [g] [m/s] [m]
0.00 0.000 0.008 0.000
0.01 0.544 0.009 0.000
0.03 0.528 0.025 0.000
0.05 0.769 0.060 0.000
0.10 1.089 0.170 0.003
0.13 1.332 0.260 0.005
0.20 1.329 0.415 0.013
0.30 1.324 0.620 0.030
0.33 1.320 0.680 0.036
0.50 0.871 0.680 0.054
0.75 0.581 0.680 0.081
1.00 0.436 0.680 0.108
1.50 0.290 0.680 0.162
2.00 0.218 0.680 0.216
2.70 0.161 0.680 0.292
3.00 0.128 0.600 0.286
4.00 0.074 0.460 0.293
5.00 0.049 0.380 0.302
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0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50
Acele
rac
in
[g
]
Perodo T [s]
Espectro de diseo elstico (Aceleracin)
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.00 1.00 2.00 3.00 4.00 5.00 6.00
Velo
cid
ad
[m
/s]
Perodo T [s]
Espectro de diseo elstico (Velocidad)
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0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.00 1.00 2.00 3.00 4.00 5.00 6.00
Desp
lazam
ein
to [
m]
Perodo T [s]
Espectro de diseo elstico (Desplazamiento)
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50
Acele
rac
in
[g
]
Perodo T [s]
Espectro de diseo elstico (Aceleracin)
Newmark-Hall
NSR-10
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4. ANLISIS CRONOLGICO
Para realizacin del anlisis cronolgico utilizaron 7 registros de acelero gramas, los
cuales se procesaron por el programa EFE-SIO para obtener la respuesta del suelo
frente a cada uno de dichos sismos en unidades de gravedad, los sismos utilizados
para el anlisis cronolgico son los siguientes:
Iran
Japon F.
Fapon H.
Mexico U.
Nueva Zelanda I.
Nueva Zelanda JB.
Peru
A continuacin se muestran las grficas que representan las respuestas del suelo
frente a los registros sismogrficos estudiados, todos estn en unidades de
gravedad:
Registro Sismo de Irn
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Registro Sismo de Japn F.
Registro Sismo de Japn H.
Registro Sismo de Mxico U.
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Nueva Zelanda I.
Nueva Zelanda JB.
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Per
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5. RESULTADOS
Se realiz la modelacin del edificio 350 por medio del software Etabs y se
realizaron los chequeos de las derivas mximas permitidas por la NSR-10 realizando
un anlisis modal utilizando el espectro de NewMark Hall y el anlisis cronolgico.
Modelo Utilizado para el anlisis estructural
Una vez definido el sistema estructural a utilizar (Prticos de acero arriostrados
excntricamente) se procedi a hacer el anlisis modal para obtener las propiedades
dinmicas de la estructura.
Periodos Modales de la estructura
Case Mode Period UX UY Sum UX Sum UY
sec
Modal 1.0 0.292 0.964 0.000 0.964 0.000 Modal 2.0 0.188 0.000 0.953 0.964 0.953
Modal 3.0 0.166 0.000 0.045 0.964 0.998
Como se observa en la tabla anterior la participacin de la masa supera el 90% lo
cual es satisfactorio, adems se observa que el modo fundamental es 0.292 seg.
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Modo 1
Modo 2
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Modo 3
5.1. Mtodo De NewMark-Hall
Tomando el espectro obtenido por el mtodo de NewMark Hall para el perfil de
suelo analizado se realiz un anlisis modal espectral del edificio 350.
Espectro obtenido por el mtodo NewMark Hall
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De acuerdo al periodo fundamental de la estructura se obtiene el Sa para realizar el
analisis por el metodo de Fuerza Horizontal Equivalente.
Con base en el espectro de NewMark Hall se obtiene el Sa =1.324 como se observa
en la tabla anterior.
5.1.1. Ajuste de los resultados
Load Case/Combo
FX FY FZ MX MY MZ
kN kN kN kN-m kN-m kN-m
Dead 0.0 0.0 7317.3 84561.5 -177385.0 0.0 FHEX -9554.3 0.0 0.0 0.0 -31191.1 115499.8 FHEY 0.0 -9554.3 0.0 31191.1 0.0 -242054.0 EX_NH Max 9207.3 129.4 0.0 409.6 29724.7 102538.1
EY_NH Max 129.4 9264.5 0.0 29414.3 418.1 209374.0
Tabla de reacciones en la base sin ajustar
De la tabla anterior se puede observar que la masa del edificio es de 7317 KN y el
cortante basal por medio del mtodo de FHE es de 9554 KN lo cual es coherente de
acuerdo al Sa utilizado.
Con este dato se puede realizar el ajuste del cortante en la base para el mtodo
modal espectral (EX y EY) para cada una de las direcciones, asumiendo que se
ajustara a un 90% de la FHE.
Realizando el caculo para el ajuste de los resultados se obtiene que el factor de
modificacin para EX=0.94 y EY=0.93.
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Load Case/Combo
FX FY FZ MX MY MZ
kN kN kN kN-m kN-m kN-m
Dead 0.0 0.0 7317.3 84723.0 -177737.0 0.0 FHEX -9554.3 0.0 0.0 0.0 -31255.0 115681.5 FHEY 0.0 -9554.3 0.0 31255.0 0.0 -242450.0 EX_NH Max 8666.9 13.8 0.0 43.2 28020.5 99691.4
EY_NH Max 13.7 8670.9 0.0 27051.7 44.4 194669.8
Tabla de reacciones en la base ajustados
Realizado el ajuste se verifica que el 90% de FHE es 8598 KN y como se observa en la
tabla anterior los valores de EX y EY estn muy prximos a dicho valor, lo cual es
satisfactorio en cuanto al ajuste de los resultados.
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5.1.2. Chequeo de la deriva con las fuerzas ajustadas
Deriva Mxima En la Direccin X=0.83%
Deriva Mxima En la Direccin Y=0.43%
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5.1.3. Calculo de las irregularidades
Con base a los resultados obtenidos se calcularon las deformaciones en la esquinas
debidos a las fuerzas ssmicas corregidas para el clculo de las deformaciones,
adems la geometra de la estructura para el clculo de las irregularidades
Desplazamiento Debido al sismo EY
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Desplazamiento Debido al sismo EY
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Clculo de coeficiente de reduccin por irregularidades en planta ( p)
Descripcin grfica de irregularidades:
1 = 15.00 mm
2 = 9.60 mm
p= 0.9
Hay retrocesos en las esquinas? SI
A= 43.20 m
B= 54.60 m
C= 17.00 m
D= 26.70 m
p= 0.9
Hay Irregularidad interna del diafragma? SI
A= 43.20 m
B= 28.80 m
C= 26.70 m
D= 7.02 m
p= 1.0
Hay Irregularidad de borde del diafragma? NO
A= 0.00 m
B= 0.00 m
C= 0.00 m
D= 0.00 m
E= 0.00 m
p= 1.0
IRREGULARIDAD TORSIONAL
Evaluacin en el par de nudos ms criticos
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Hay Desplazamiento de los planos de accin? NO
p= 1.0
Hay Sistemas no paralelos? NO
p= 1.0
Clculo de coeficiente de reduccin por irregularidades en altura (a)
Descripcin grfica de irregularidades:
Hay cambios de flexibilidad de piso? NO
KC= 0.00 kPa 1
KD= 0.00 kPa 1
KE= 0.00 kPa
KF= 0.00 kPa
a= 1.0
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Hay cambios de distribucin de masa? NO
mC= 0.00 kN
mD= 0.00 kN
mE= 0.00 kN
a= 1.0
Hay cambios de geometra en altura? NO
a= 0.00 m
b= 0.00 m
a= 1.0
Hay desplazamiento dentro del plano de accin? NO
a= 0.00 m
b= 0.00 m
a= 1.0
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5.2. Mtodo De Anlisis Cronolgico
Una vez cargados los sismos tomados para realizar el anlisis cronolgico se
definieron los casos de carga tomando como factor de carga la gravedad 9.81
m/seg2. Ademar se realizara el ajsute de los resultados tomando como base el
mismo resultado del mtodo de FHE utilizado en el mtodo anterior, es decir,
Sa=1.324.
Hay cambios de resistencia por piso? NO
Resist. B= 0.00 kN
Resist. C= 0.00 kN
a= 1.0
Clculo de coeficiente de reduccin por ausencia de redundancia ssmica ( r)
r= Consultar NSR-10 A.3.3.8.2
r= 1.0
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5.2.1. Ajuste de los resultados
Del anlisis de la estructura se obtiene los cortantes en la base para cado uno de los
registros utilizados, como se observa en la siguiente tabla:
Load Case/Combo FX FY FZ MX MY MZ
kN kN kN kN-m kN-m kN-m
Dead 0.0 0.0 7317.3 84723.0 -177737.0 0.0
FHEX -9554.3 0.0 0.0 0.0 -31255.0 115681.5 FHEY 0.0 -9554.3 0.0 31255.0 0.0 -242450.0 EX_Iran Max 3093.5 6.5 0.0 23.6 10047.9 30053.5 EX_Iran Min -2654.2 -7.5 0.0 -20.2 -8582.6 -35329.8 EY_Iran Max 6.5 4233.3 0.0 12870.7 21.0 101154.6 EY_Iran Min -7.5 -4116.4 0.0 -13272.8 -24.5 -95896.6 EX_Japon_F Max 13818.3 41.4 0.0 140.0 44826.3 130190.5 EX_Japon_F Min -11460.2 -44.8 0.0 -129.5 -37037.4 -158500.0 EY_Japon_F Max 41.4 27838.4 0.0 93644.5 134.5 675113.5 EY_Japon_F Min -44.8 -29991.3 0.0 -87073.2 -145.5 -713851.0 EX_Japon_H Max 7551.8 18.7 0.0 62.7 24221.8 111393.8 EX_Japon_H Min -9647.1 -20.1 0.0 -58.4 -31127.8 -87109.8
EY_Japon_H Max 18.7 12262.9 0.0 40941.7 60.7 258892.3 EY_Japon_H Min -20.1 -13164.7 0.0 -38230.8 -65.1 -291747.0 EX_Mexico_U Max 32416.4 48.9 0.0 158.0 104666.7 373761.2 EX_Mexico_U Min -32452.6 -50.6 0.0 -152.9 -104721.0 -373846.0 EY_Mexico_U Max 48.9 31556.0 0.0 78300.8 158.8 721256.4 EY_Mexico_U Min -50.6 -25145.0 0.0 -98536.9 -164.3 -568982.0
EX_NZ_I Max 6528.6 16.3 0.0 54.7 21115.5 70757.6 EX_NZ_I Min -6216.2 -17.5 0.0 -50.8 -20227.2 -75215.5 EY_NZ_I Max 16.3 10198.2 0.0 28895.9 52.8 248130.9 EY_NZ_I Min -17.5 -9251.4 0.0 -31830.2 -56.8 -218311.0 EX_NZ_JB Max 3971.6 4.4 0.0 13.7 12852.1 36725.0
EX_NZ_JB Min -3186.3 -4.4 0.0 -13.7 -10297.2 -45642.9 EY_NZ_JB Max 4.4 3649.9 0.0 9143.7 14.2 81238.4 EY_NZ_JB Min -4.4 -2920.0 0.0 -11385.4 -14.2 -68247.7 EX_Peru Max 18674.8 32.6 0.0 89.2 60413.6 221328.0 EX_Peru Min -19314.7 -28.6 0.0 -101.9 -62544.5 -215846.0 EY_Peru Max 32.6 16707.0 0.0 48291.4 105.8 398922.1
EY_Peru Min -28.6 -15387.2 0.0 -52213.5 -92.9 -380568.0
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Tabla de reacciones en la base sin ajustar
Con este dato se puede realizar el ajuste del cortante en la base para el mtodo
modal espectral (EX y EY) para cada una de las direcciones y cada registro,
asumiendo que se ajustara a un 90% de la FHE.
Load Case/Combo
FX FY FZ MX MY MZ
kN kN kN kN-m kN-m kN-m
Dead 0.0 0.0 7317.3 84723.0 -
177737.0 0.0
FHEX -9554.3 0.0 0.0 0.0 -31255.0 115681.5
FHEY 0.0 -9554.3 0.0 31255.0 0.0 -
242450.0
EX_Iran Max 8878.4 18.5 0.0 67.7 28837.4 86253.4
EX_Iran Min -7617.6 -21.6 0.0 -58.0 -24632.2 -
101397.0 EY_Iran Max 13.1 8593.6 0.0 26127.5 42.6 205343.8
EY_Iran Min -15.3 -8356.3 0.0 -26943.7 -49.7 -
194670.0
EX_Japon_F Max 8705.5 26.1 0.0 88.2 28240.6 82020.0 EX_Japon_F Min -7219.9 -28.2 0.0 -81.6 -23333.6 -99854.9 EY_Japon_F Max 11.9 7989.7 0.0 26876.3 38.6 193759.6
EY_Japon_F Min -12.9 -8607.6 0.0 -24990.3 -41.7 -
204877.0
EX_Japon_H Max 6721.1 16.6 0.0 55.8 21557.4 99140.5 EX_Japon_H Min -8585.9 -17.9 0.0 -52.0 -27703.8 -77527.8 EY_Japon_H Max 12.1 7970.9 0.0 26612.1 39.4 168280.0
EY_Japon_H Min -13.0 -8557.0 0.0 -24850.1 -42.3 -
189636.0
EX_Mexico_U Max
8590.5 13.0 0.0 41.9 27737.2 99048.6
EX_Mexico_U Min
-8600.1 -13.4 0.0 -40.5 -27751.6 -99071.1
EY_Mexico_U Max
13.2 8520.1 0.0 21141.2 42.9 194739.2
EY_Mexico_U Min
-13.7 -6789.1 0.0 -26605.0 -44.4 -
153625.0
EX_NZ_I Max 8598.2 21.4 0.0 72.1 27809.2 93188.0
-
EX_NZ_I Min -8186.8 -23.1 0.0 -66.9 -26639.3 -99059.0 EY_NZ_I Max 13.7 8597.1 0.0 24359.2 44.5 209173.6
EY_NZ_I Min -14.8 -7798.9 0.0 -26832.7 -47.9 -
184036.0
EX_NZ_JB Max 8598.6 9.5 0.0 29.6 27824.8 79509.7 EX_NZ_JB Min -6898.3 -9.5 0.0 -29.7 -22293.6 -98817.1 EY_NZ_JB Max 10.3 8599.1 0.0 21542.6 33.6 191398.0
EY_NZ_JB Min -10.3 -6879.6 0.0 -26824.1 -33.4 -
160792.0
EX_Peru Max 8310.4 14.5 0.0 39.7 26884.3 98492.1 EX_Peru Min -8595.1 -12.7 0.0 -45.3 -27832.6 -96052.5 EY_Peru Max 16.7 8587.4 0.0 24821.6 54.4 205044.3
EY_Peru Min -14.7 -7909.0 0.0 -26837.5 -47.7 -
195611.0
Tabla de reacciones en la base Ajustada
Realizado el ajuste se verifica que el 90% de FHE es 8598 KN y como se observa en la
tabla anterior los valores de EX y EY estn muy prximos a dicho valor, lo cual es
satisfactorio en cuanto al ajuste de los resultados.
5.2.2. Chequeo de la deriva con las forzar ajustadas
Una vez realizado el ajuste de los resultados del cortante basal se realiz el chequeo
de las derivas utilizando la mxima una combinacin envolvente de los registros de
los sismos utilizados para obtener la mxima deriva del sistema estructural de
edificio 350.
-
Deriva Mxima En la Direccin X=0.86%
Deriva Mxima En la Direccin Y=0.43%
-
5.2.3. Calculo de las irregularidades
Se obtuvieron los desplazamiento en los columnas de esquina para calcular las
irregularidades debido a las fuerzas ssmicas de la envolvente de los registros de los
acelero gramas y se obtuvieron los siguientes resultados.
Desplazamiento Debido al sismo EY
Desplazamiento Debido al sismo EY
-
Por el mtodo de anlisis cronolgico la estructura no presenta irregularidad
torsional, a diferencia del mtodo con el espectro calculado con NewMark Hall que
si presenta esta irregularidad.
Clculo de coeficiente de reduccin por irregularidades en planta ( p)
Descripcin grfica de irregularidades:
1 = 14.50 mm
2 = 11.10 mm
p= 1.0
Hay retrocesos en las esquinas? SI
A= 43.20 m
B= 54.60 m
C= 17.00 m
D= 26.70 m
p= 0.9
Hay Irregularidad interna del diafragma? SI
A= 43.20 m
B= 28.80 m
C= 26.70 m
D= 7.02 m
p= 1.0
Hay Irregularidad de borde del diafragma? NO
A= 0.00 m
B= 0.00 m
C= 0.00 m
D= 0.00 m
E= 0.00 m
p= 1.0
No se presenta irregularidad
torsional
Evaluacin en el par de nudos ms criticos
-
6. DISEO DE LOS ELEMENTOS
Utilizando el mdulo de diseo del programa Etabs para estructuras de acero se
chequearon cada uno de los elementos del sistema, y se chuequeo que no
presentaran ningn tipo de falla por cada uno de los mtodos realizados.
6.1. Mtodo De Newmark-Hall
A continuacin se presentan los resultados del diseo de los elementos metlicos utilizando
las fuerzas obtenidas del espectro de diseo de NewMark Hall.
Table 6.3 - Steel Column Envelope
Label Story Section Moment Interaction
Check PMM Combo
V22
Ratio
V33
Ratio Class
Cont.
Plate
mm
Dbl.
Plate
mm
B/C
Ratio
Major
B/C
Ratio
Minor
C16 Story3 W12X96 0.025 = 0.001 + 0.022 +
0.002 1.2D+1L+1EX+0.3EY 0.009 0.002 Seismic HD 2299.5 1.4 0 0
C17 Story3 W12X96 0.027 = 0.001 + 0.022 +
0.004 1.2D+1L+1EX+0.3EY 0.009 0.002 Seismic HD 2299.5 1.4 0 0
C20 Story3 W12X96 0.054 = 0.001 + 0.018 +
0.036 1.2D+1L+1EX+0.3EY 0.009 0.004 Seismic HD 2299.5 22.6 0 0
C21 Story3 W12X96 0.047 = 0.001 + 0.011 +
0.035 1.2D+1L+1EX+0.3EY 0.005 0.004 Seismic HD 2299.5 22.6 0 0
C24 Story3 W12X96 0.025 = 0.001 + 0.02 +
0.004 1.2D+1L+1EX+0.3EY 0.011 0.001 Seismic HD 2299.5 22.6 0 0
C25 Story3 W12X96 0.018 = 0.001 + 0.017 +
0.001 1.2D+1L+1EX+0.3EY 0.006 0.001 Seismic HD 2299.5 22.6 0 0
C28 Story3 W12X96 0.049 = 0.001 + 0.014 +
0.035 1.2D+1L+1EX+0.3EY 0.007 0.004 Seismic HD 2299.5 22.6 0 0
C29 Story3 W12X96 0.049 = 0.001 + 0.012 +
0.036 1.2D+1L+1EX+0.3EY 0.006 0.004 Seismic HD 2299.5 22.6 0 0
C32 Story3 W12X96 0.03 = 0.001 + 0.026 +
0.003 1.2D+1L+1EX+0.3EY 0.013 0.001 Seismic HD 2299.5 1.4 0 0
C33 Story3 W12X96 0.029 = 0.001 + 0.025 +
0.002 1.2D+1L+1EX+0.3EY 0.012 0.001 Seismic HD 2299.5 1.4 0 0
C11 Story2 W12X96 0.311 = 0.002 + 0.115 +
0.195 1.2D+1L+0.3EX+1EY 0.035 0.01 Seismic HD 2299.5 1.4 0 0
C12 Story2 W12X96 0.2 = 0.002 + 0.159 + 0.04 1.2D+1L+0.3EX+1EY 0.051 0.002 Seismic HD 2299.5 1.4 0 0
C13 Story2 W12X96 0.202 = 0.001 + 0.158 +
0.042 1.2D+1L+0.3EX+1EY 0.051 0.002 Seismic HD 2299.5 1.4 0 0
C14 Story2 W12X96 0.283 = 0.002 + 0.111 +
0.17 1.2D+1L+0.3EX+1EY 0.035 0.009 Seismic HD 2299.5 1.4 0 0
C15 Story2 W12X96 0.345 = 0.002 + 0.009 +
0.334 1.2D+1L+0.3EX+1EY 0.008 0.017 Seismic HD 2299.5 22.6 0 0
C16 Story2 W12X96 0.072 = 0.002 + 0.034 +
0.036 1.2D+1L+0.3EX+1EY 0.021 0.002 Seismic HD 989.6 22.5 0.474 0
C17 Story2 W12X96 0.073 = 0.002 + 0.034 +
0.037 1.2D+1L+0.3EX+1EY 0.021 0.002 Seismic HD 989.6 22.5 0.474 0
-
Label Story Section Moment Interaction
Check PMM Combo
V22
Ratio
V33
Ratio Class
Cont.
Plate
mm
Dbl.
Plate
mm
B/C
Ratio
Major
B/C
Ratio
Minor
C18 Story2 W12X96 0.3 = 0.002 + 0.008 + 0.29 1.2D+1L+0.3EX+1EY 0.008 0.015 Seismic HD 2299.5 22.6 0 0
C19 Story2 W12X96 0.355 = 0.002 + 0.013 +
0.34 1.2D+1L+0.3EX+1EY 0.01 0.018 Seismic HD 2299.5 22.6 0 0
C20 Story2 W12X96 0.168 = 0.002 + 0.029 +
0.137 1.2D+1L+0.3EX+1EY 0.019 0.008 Seismic HD 989.6 22.6 0.474 0
C21 Story2 W12X96 0.142 = 0.002 + 0.002 +
0.138 1.2D+1L+0.3EX+1EY 0.01 0.008 Seismic HD 989.6 22.6 0.474 0
C22 Story2 W12X96 0.304 = 0.002 + 0.006 +
0.296 1.2D+1L+0.3EX+1EY 0.008 0.015 Seismic HD 2299.5 22.6 0 0
C23 Story2 W12X96 0.36 = 0.002 + 0.022 +
0.336 1.2D+1.6L 0.012 0.017 Seismic HD
C24 Story2 W12X96 0.09 = 0.002 + 0.052 +
0.036 1.2D+1L+0.3EX+1EY 0.026 0.002 Seismic HD 989.6 22.6 0.474 0
C25 Story2 W12X96 0.04 = 0.002 + 0.003 +
0.035 1.2D+1L+0.3EX+1EY 0.01 0.002 Seismic HD 989.6 22.6 0.474 0
C26 Story2 W12X96 0.295 = 0.002 + 0.006 +
0.287 1.2D+1L+0.3EX+1EY 0.007 0.015 Seismic HD 2299.5 22.6 0 0
C27 Story2 W12X96 0.346 = 0.002 + 0.001 +
0.343 1.2D+1.6L 0.008 0.018 Seismic HD
C28 Story2 W12X96 0.143 = 0.002 + 0.007 +
0.134 1.2D+1L+0.3EX+1EY 0.011 0.008 Seismic HD 989.6 22.6 0.474 0
C29 Story2 W12X96 0.14 = 0.002 + 0.005 +
0.133 1.2D+1L+0.3EX+1EY 0.011 0.008 Seismic HD 989.6 22.6 0.474 0
C30 Story2 W12X96 0.301 = 0.002 + 0.006 +
0.293 1.2D+1L+0.3EX+1EY 0.007 0.015 Seismic HD 2299.5 22.6 0 0
C31 Story2 W12X96 0.34 = 0.002 + 0.002 +
0.336 1.2D+1.6L 0.008 0.017 Seismic HD
C32 Story2 W12X96 0.092 = 0.002 + 0.058 +
0.032 1.2D+1L+0.3EX+1EY 0.031 0.002 Seismic HD 989.6 22.6 0.474 0
C33 Story2 W12X96 0.088 = 0.002 + 0.056 +
0.03 1.2D+1L+0.3EX+1EY 0.03 0.002 Seismic HD 989.6 22.6 0.474 0
C34 Story2 W12X96 0.292 = 0.002 + 0.006 +
0.284 1.2D+1L+0.3EX+1EY 0.007 0.015 Seismic HD 2299.5 22.6 0 0
C35 Story2 W12X96 0.297 = 0.002 + 0.115 +
0.181 1.2D+1L+0.3EX+1EY 0.036 0.009 Seismic HD 2299.5 1.4 0 0
C36 Story2 W12X96 0.219 = 0.001 + 0.21 +
0.008 1.2D+1.6L 0.063 0.002 Seismic HD
C37 Story2 W12X96 0.153 = 0.001 + 0.149 +
0.002 1.2D+1.6L 0.048 0.001 Seismic HD
C38 Story2 W12X96 0.311 = 0.002 + 0.043 +
0.266 1.2D+1.6L 0.021 0.014 Seismic HD
C41 Story2 W12X96 0.041 = 0.001 + 0.04 +
0.001 1.2D+1L+1EX+0.3EY 0.011 0.002 Seismic HD 2299.5 22.6 0 0
C42 Story2 W12X96 0.235 = 0.002 + 0.005 +
0.228 1.2D+1L+0.3EX+1EY 0.011 0.012 Seismic HD 2299.5 22.6 0 0
C45 Story2 W12X96 0.084 = 0.001 + 0.053 +
0.029 1.2D+1L+0.3EX+1EY 0.017 0.001 Seismic HD 2299.5 1.4 0 0
C46 Story2 W12X96 0.206 = 0.001 + 0.071 +
0.134 1.2D+1L+0.3EX+1EY 0.022 0.007 Seismic HD 2299.5 1.4 0 0
C11 Story1 W12X96 0.331 = 0.021 + 0.142 +
0.168 1.2D+1L+1EX+0.3EY 0.101 0.016 Seismic HD 989.6 1.2 0.241 0.564
C12 Story1 W12X96 0.263 = 0.023 + 0.215 +
0.025 1.2D+1L+1EX+0.3EY 0.123 0.005 Seismic HD 989.6 2.1 0.241 0
C13 Story1 W12X96 0.261 = 0.024 + 0.216 +
0.022 1.2D+1L+1EX+0.3EY 0.123 0.004 Seismic HD 989.6 2.1 0.242 0
C14 Story1 W12X96 0.316 = 0.02 + 0.195 + 1.2D+1L+1EX+0.3EY 0.102 0.015 Seismic HD 989.6 1.2 0.241 0.569
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Label Story Section Moment Interaction
Check PMM Combo
V22
Ratio
V33
Ratio Class
Cont.
Plate
mm
Dbl.
Plate
mm
B/C
Ratio
Major
B/C
Ratio
Minor
0.101
C15 Story1 W12X96 0.415 = 0.041 + 0.053 +
0.321 1.2D+1L+1EX+0.3EY 0.064 0.028 Seismic HD 989.6 22.6 0.491 0.574
C16 Story1 W12X96 0.235 = 0.046 + 0.166 +
0.023 1.2D+1L+1EX+0.3EY 0.073 0.005 Seismic HD 989.6 22.6 0.493 0
C17 Story1 W12X96 0.23 = 0.046 + 0.164 + 0.02 1.2D+1L+1EX+0.3EY 0.072 0.004 Seismic HD 989.6 22.6 0.493 0
C18 Story1 W12X96 0.366 = 0.04 + 0.051 +
0.276 1.2D+1L+1EX+0.3EY 0.061 0.025 Seismic HD 989.6 22.6 0.49 0.578
C19 Story1 W12X96 0.42 = 0.038 + 0.056 +
0.326 1.2D+1L+1EX+0.3EY 0.066 0.028 Seismic HD 989.6 22.6 0.489 0.572
C20 Story1 W12X96 0.269 = 0.032 + 0.164 +
0.074 1.2D+1L+1EX+0.3EY 0.071 0.012 Seismic HD 989.6 22.6 0.487 0.623
C21 Story1 W12X96 0.255 = 0.034 + 0.149 +
0.072 1.2D+1L+1EX+0.3EY 0.059 0.011 Seismic HD 989.6 22.6 0.488 0.624
C22 Story1 W12X96 0.365 = 0.037 + 0.048 +
0.281 1.2D+1L+1EX+0.3EY 0.06 0.025 Seismic HD 989.6 22.6 0.489 0.577
C23 Story1 W12X96 0.425 = 0.038 + 0.067 +
0.32 1.2D+1L+1EX+0.3EY 0.068 0.028 Seismic HD 989.6 22.6 0.489 0.572
C24 Story1 W12X96 0.224 = 0.037 + 0.168 +
0.019 1.2D+1L+1EX+0.3EY 0.079 0.004 Seismic HD 989.6 22.6 0.489 0
C25 Story1 W12X96 0.213 = 0.044 + 0.15 +
0.019 1.2D+1L+1EX+0.3EY 0.059 0.004 Seismic HD 989.6 22.6 0.492 0
C26 Story1 W12X96 0.362 = 0.039 + 0.048 +
0.275 1.2D+1L+1EX+0.3EY 0.06 0.024 Seismic HD 989.6 22.6 0.49 0.578
C27 Story1 W12X96 0.414 = 0.038 + 0.05 +
0.326 1.2D+1L+1EX+0.3EY 0.063 0.028 Seismic HD 989.6 22.6 0.489 0.572
C28 Story1 W12X96 0.257 = 0.034 + 0.154 +
0.069 1.2D+1L+1EX+0.3EY 0.062 0.011 Seismic HD 989.6 22.6 0.488 0.624
C29 Story1 W12X96 0.257 = 0.034 + 0.151 +
0.072 1.2D+1L+1EX+0.3EY 0.06 0.011 Seismic HD 989.6 22.6 0.488 0.624
C30 Story1 W12X96 0.364 = 0.037 + 0.048 +
0.279 1.2D+1L+1EX+0.3EY 0.06 0.024 Seismic HD 989.6 22.6 0.489 0.577
C31 Story1 W12X96 0.412 = 0.041 + 0.051 +
0.321 1.2D+1L+1EX+0.3EY 0.061 0.028 Seismic HD 989.6 22.6 0.491 0.574
C32 Story1 W12X96 0.239 = 0.05 + 0.174 +
0.016 1.2D+1L+1EX+0.3EY 0.084 0.004 Seismic HD 2201.2 30.1 0.583 0
C33 Story1 W12X96 0.243 = 0.05 + 0.173 + 0.02 1.2D+1L+1EX+0.3EY 0.083 0.004 Seismic HD 2201.2 30.1 0.583 0
C34 Story1 W12X96 0.362 = 0.04 + 0.049 +
0.273 1.2D+1L+1EX+0.3EY 0.061 0.024 Seismic HD 989.6 22.6 0.49 0.578
C35 Story1 W12X96 0.332 = 0.021 + 0.202 +
0.109 1.2D+1L+1EX+0.3EY 0.105 0.016 Seismic HD 989.6 1.2 0.241 0.564
C36 Story1 W12X96 0.279 = 0.028 + 0.236 +
0.015 1.2D+1L+1EX+0.3EY 0.138 0.003 Seismic HD 2201.2 8.6 0.329 0
C37 Story1 W12X96 0.265 = 0.034 + 0.212 +
0.02 1.2D+1L+1EX+0.3EY 0.117 0.003 Seismic HD 2201.2 30.1 0.578 0
C38 Story1 W12X96 0.37 = 0.034 + 0.086 + 0.25 1.2D+1L+1EX+0.3EY 0.077 0.022 Seismic HD 989.6 22.6 0.491 0.576
C41 Story1 W12X96 0.186 = 0.019 + 0.152 +
0.014 1.2D+1L+1EX+0.3EY 0.064 0.003 Seismic HD 989.6 22.6 0.487 0
C42 Story1 W12X96 0.314 = 0.032 + 0.155 +
0.127 1.2D+1L+1EX+0.3EY 0.064 0.019 Seismic HD 989.6 22.6 0.493 0.574
C45 Story1 W12X96 0.197 = 0.01 + 0.169 +
0.018 1.2D+1L+1EX+0.3EY 0.077 0.003 Seismic HD 989.6 1.3 0.242 0
C46 Story1 W12X96 0.262 = 0.018 + 0.176 +
0.069 1.2D+1L+1EX+0.3EY 0.084 0.011 Seismic HD 989.6 1.3 0.243 0.567
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Table 6.4 - Steel Beam Envelope
Label Story Section Moment
Interaction Check PMM Combo V22 Ratio V33 Ratio Class
Conn. V I-
End
N
Conn. V J-
End
N
B5 Story3 W10X45 0.011 = 0 + 0.011 + 0 1.4D 0.007 0 Seismic HD 111672.02 111650.69
B17 Story3 W10X45 0.011 = 0 + 0.011 + 0 1.4D 0.007 0 Seismic HD 111633.18 111689.53
B29 Story3 W10X45 0.036 = 0 + 0.036 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD 111765.57 111949.39
B30 Story3 W10X45 0.035 = 0 + 0.035 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD 111866.59 111848.36
B31 Story3 W10X45 0.035 = 0 + 0.035 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD 111802.73 111912.23
B32 Story3 W10X45 0.036 = 0 + 0.036 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD 111942.76 111772.2
B35 Story3 W10X45 0.036 = 0 + 0.036 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD 111772.32 111942.63
B36 Story3 W10X45 0.035 = 0 + 0.035 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD 111918.42 111796.53
B37 Story3 W10X45 0.035 = 0 + 0.035 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD 111808.05 111906.9
B38 Story3 W10X45 0.036 = 0 + 0.036 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD 111961.66 111753.29
B1 Story2 W10X45 0.09 = 0 + 0.09 + 0 1.2D+1L+0.3EX+1EY 0.053 0 Seismic HD -7007.9 8564.36
B2 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD 3185.53 3185.53
B3 Story2 W10X45 0.087 = 0 + 0.087 + 0 1.2D+1L+0.3EX+1EY 0.05 0 Seismic HD -7158.26 8389.65
B4 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD 3185.53 3185.53
B5 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD 3185.53 3185.53
B6 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD 3185.53 3185.53
B7 Story2 W10X45 0.073 = 0 + 0.073 + 0 1.2D+1L+0.3EX+1EY 0.036 0 Seismic HD -6614.32 6682.26
B9 Story2 W10X45 0.072 = 0 + 0.072 + 0 1.2D+1L+1EX+0.3EY 0.037 0 Seismic HD -6403.07 6927.38
B10 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD 3185.53 3185.53
B12 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD 3185.53 3185.53
B13 Story2 W10X45 0.065 = 0 + 0.065 + 0 1.2D+1L+1EX+0.3EY 0.035 0 Seismic HD -6250.18 5424.9
B15 Story2 W10X45 0.065 = 0 + 0.065 + 0 1.2D+1L+0.3EX+1EY 0.035 0 Seismic HD -6117.02 5649.39
B16 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD 3185.53 3185.53
B17 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD 3185.53 3185.53
B18 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD 3185.53 3185.53
B19 Story2 W10X45 0.063 = 0 + 0.063 + 0 1.2D+1L+1EX+0.3EY 0.038 0 Seismic HD -6221.05 4802.28
B20 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD 3185.53 3185.53
B21 Story2 W10X45 0.066 = 0 + 0.066 + 0 1.2D+1L+0.3EX+1EY 0.042 0 Seismic HD -6443.06 4707.7
B22 Story2 W10X45 0.067 = 0 + 0.067 + 0 1.2D+1L+1EX+0.3EY 0.015 0 Seismic HD 112547.49 111167.46
B23 Story2 W10X45 0.055 = 0 + 0.055 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD 111520.04 112194.91
B24 Story2 W10X45 0.051 = 0 + 0.051 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD 111781.59 111933.36
B25 Story2 W10X45 0.052 = 0 + 0.052 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD 111812.7 111902.26
B26 Story2 W10X45 0.052 = 0 + 0.052 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD 111749.86 111965.09
B27 Story2 W10X45 0.072 = 0 + 0.072 + 0 1.2D+1L+1EX+0.3EY 0.015 0 Seismic HD 110774.96 112940
B28 Story2 W10X45 0.074 = 0 + 0.074 + 0 1.2D+1L+1EX+0.3EY 0.015 0 Seismic HD 113025.89 110689.06
B29 Story2 W10X45 0.051 = 0 + 0.051 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD 111486.61 112228.35
B30 Story2 W10X45 0.046 = 0 + 0.046 + 0 1.2D+1L+1EX+0.3EY 0.012 0 Seismic HD 111898.33 111816.63
B31 Story2 W10X45 0.049 = 0 + 0.049 + 0 1.2D+1L+1EX+0.3EY 0.012 0 Seismic HD 111916.66 111798.3
B32 Story2 W10X45 0.049 = 0 + 0.049 + 0 1.2D+1L+1EX+0.3EY 0.012 0 Seismic HD 112079 111635.96
B33 Story2 W10X45 0.081 = 0 + 0.081 + 0 1.2D+1L+1EX+0.3EY 0.016 0 Seismic HD 110414.9 113379.47
B34 Story2 W10X45 0.074 = 0 + 0.074 + 0 1.2D+1L+1EX+0.3EY 0.015 0 Seismic HD 113060.81 110654.15
B35 Story2 W10X45 0.049 = 0 + 0.049 + 0 1.2D+1L+1EX+0.3EY 0.012 0 Seismic HD 111619.88 112095.07
B36 Story2 W10X45 0.047 = 0 + 0.047 + 0 1.2D+1L+1EX+0.3EY 0.012 0 Seismic HD 111873.83 111841.12
B37 Story2 W10X45 0.048 = 0 + 0.048 + 0 1.2D+1L+1EX+0.3EY 0.012 0 Seismic HD 111744.67 111970.28
B38 Story2 W10X45 0.049 = 0 + 0.049 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD 112099.53 111615.42
B39 Story2 W10X45 0.065 = 0 + 0.065 + 0 1.2D+1L+1EX+0.3EY 0.014 0 Seismic HD 110994.74 112720.22
B40 Story2 W10X45 0.068 = 0 + 0.068 + 0 1.2D+1L+1EX+0.3EY 0.015 0 Seismic HD 112673.47 111041.49
-
Label Story Section Moment
Interaction Check PMM Combo V22 Ratio V33 Ratio Class
Conn. V I-
End
N
Conn. V J-
End
N
B41 Story2 W10X45 0.052 = 0 + 0.052 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD 111722.08 111992.88
B42 Story2 W10X45 0.051 = 0 + 0.051 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD 111831.82 111883.13
B43 Story2 W10X45 0.052 = 0 + 0.052 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD 111795.91 111919.05
B44 Story2 W10X45 0.051 = 0 + 0.051 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD 111849.43 111865.53
B45 Story2 W10X45 0.055 = 0 + 0.055 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD 111543.37 112171.58
B46 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD 3185.53 3185.53
B47 Story2 W10X45 0.065 = 0 + 0.065 + 0 1.2D+1L+1EX+0.3EY 0.044 0 Seismic HD -6554.85 -4320.98
B48 Story2 W10X45 0.063 = 0 + 0.063 + 0 1.2D+1L+1EX+0.3EY 0.018 0 Seismic HD 140484.42 143218.17
B49 Story2 W10X45 0.067 = 0 + 0.067 + 0 1.2D+1L+1EX+0.3EY 0.017 0 Seismic HD 141108.81 142300.79
B50 Story2 W10X45 0.055 = 0 + 0.055 + 0 1.2D+1L+1EX+0.3EY 0.016 0 Seismic HD 141345.26 142064.34
B51 Story2 W10X45 0.07 = 0 + 0.07 + 0 1.2D+1L+1EX+0.3EY 0.017 0 Seismic HD 140834.25 142575.35
B52 Story2 W10X45 0.036 = 0 + 0.036 + 0 1.4D 0.012 0 Seismic HD 331699.43 0
B53 Story2 W10X45 0.063 = 0 + 0.063 + 0 1.4D 0.019 0 Seismic HD 334552.68 0
B54 Story2 W10X45 0.063 = 0 + 0.063 + 0 1.4D 0.019 0 Seismic HD 334552.68 0
B55 Story2 W10X45 0.063 = 0 + 0.063 + 0 1.4D 0.019 0 Seismic HD 334552.68 0
B56 Story2 W10X45 0.063 = 0 + 0.063 + 0 1.4D 0.019 0 Seismic HD 334552.68 0
B57 Story2 W10X45 0.063 = 0 + 0.063 + 0 1.4D 0.019 0 Seismic HD 334552.68 0
B58 Story2 W10X45 0.058 = 0 + 0.058 + 0 1.4D 0.017 0 Seismic HD 333958.25 0
B59 Story2 W10X45 0.052 = 0 + 0.052 + 0 1.4D 0.016 0 Seismic HD 333363.82 0
B60 Story2 W10X45 0.03 = 0 + 0.03 + 0 1.4D 0.01 0 Seismic HD 331105 0
B61 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD 0 0
B62 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD 0 0
B63 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD 0 0
B64 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD 0 0
B65 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD 0 0
B66 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD 0 0
B67 Story2 W10X45 0.013 = 0 + 0.013 + 0 1.4D 0.006 0 Seismic HD 0 0
B68 Story2 W10X45 0.013 = 0 + 0.013 + 0 1.4D 0.006 0 Seismic HD 0 0
B69 Story2 W10X45 0.04 = 0 + 0.04 + 0 1.4D 0.012 0 Seismic HD 0 305643.97
B70 Story2 W10X45 0.07 = 0 + 0.07 + 0 1.4D 0.019 0 Seismic HD 0 308497.22
B71 Story2 W10X45 0.07 = 0 + 0.07 + 0 1.4D 0.019 0 Seismic HD 0 308497.22
B72 Story2 W10X45 0.07 = 0 + 0.07 + 0 1.4D 0.019 0 Seismic HD 0 308497.22
B73 Story2 W10X45 0.07 = 0 + 0.07 + 0 1.4D 0.019 0 Seismic HD 0 308497.22
B74 Story2 W10X45 0.07 = 0 + 0.07 + 0 1.4D 0.019 0 Seismic HD 0 308497.22
B75 Story2 W10X45 0.04 = 0 + 0.04 + 0 1.4D 0.012 0 Seismic HD 0 305643.97
B76 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD 0 0
B77 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD 0 0
B78 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD 0 0
B79 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD 0 0
B80 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD 0 0
B81 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD 0 0
B1 Story1 W10X45 0.457 = 0.005 + 0.449
+ 0.003 1.2D+1L+1EX+0.3EY 0.233 0.001 Seismic HD -45306.97 46916.96
B2 Story1 W10X45 0.204 = 0 + 0.204 + 0 1.2D+1.6L 0.056 0 Seismic HD 26645.7 26645.7
B3 Story1 W10X45 0.46 = 0.005 + 0.452 +
0.003 1.2D+1L+1EX+0.3EY 0.237 0.001 Seismic HD -45020.22 47131.61
B4 Story1 W10X45 0.387 = 0 + 0.387 + 0 1.2D+1.6L 0.107 0 Seismic HD 50560.94 50560.94
B5 Story1 W10X45 0.47 = 0 + 0.47 + 0 1.2D+1.6L 0.136 0 Seismic HD 63959.62 63959.62
B6 Story1 W10X45 0.372 = 0 + 0.372 + 0 1.2D+1.6L 0.107 0 Seismic HD 50560.94 50560.94
-
Label Story Section Moment
Interaction Check PMM Combo V22 Ratio V33 Ratio Class
Conn. V I-
End
N
Conn. V J-
End
N
B7 Story1 W10X45 0.413 = 0.005 + 0.406
+ 0.002 1.2D+1L+1EX+0.3EY 0.206 0.001 Seismic HD -50918.53 51135.23
B9 Story1 W10X45 0.417 = 0.004 + 0.41 +
0.003 1.2D+1L+1EX+0.3EY 0.21 0.001 Seismic HD -50338.19 51108.54
B10 Story1 W10X45 0.407 = 0 + 0.407 + 0 1.2D+1.6L 0.122 0 Seismic HD 57616.39 45852.53
B11 Story1 W10X45 0.569 = 0 + 0.569 + 0 1.2D+1.6L 0.164 0 Seismic HD 77358.31 77358.31
B12 Story1 W10X45 0.387 = 0 + 0.387 + 0 1.2D+1.6L 0.107 0 Seismic HD 50560.94 50560.94
B13 Story1 W10X45 0.373 = 0.004 + 0.366
+ 0.003 1.2D+1L+1EX+0.3EY 0.191 0.001 Seismic HD -47537.3 46454.32
B15 Story1 W10X45 0.37 = 0.004 + 0.364 +
0.003 1.2D+1L+1EX+0.3EY 0.186 0.001 Seismic HD -47182.75 46666.73
B16 Story1 W10X45 0.372 = 0 + 0.372 + 0 1.2D+1.6L 0.107 0 Seismic HD 50560.94 50560.94
B17 Story1 W10X45 0.58 = 0 + 0.58 + 0 1.2D+1.6L 0.161 0 Seismic HD 75865.75 75865.75
B18 Story1 W10X45 0.341 = 0 + 0.341 + 0 1.2D+1L+1EX+0.3EY 0.107 0 Seismic HD 50560.94 50560.94
B19 Story1 W10X45 0.335 = 0.004 + 0.328
+ 0.003 1.2D+1L+1EX+0.3EY 0.176 0.001 Seismic HD -36343.22 34074.02
B20 Story1 W10X45 0.295 = 0 + 0.295 + 0 1.2D+1.6L 0.082 0 Seismic HD 38551.82 38551.82
B21 Story1 W10X45 0.345 = 0.004 + 0.338
+ 0.003 1.2D+1L+1EX+0.3EY 0.177 0.001 Seismic HD -44752.45 43061.08
B22 Story1 W10X45 0.67 = 0 + 0.67 + 0 1.2D+1.6L 0.306 0 Seismic HD 231036.41 236303.39
B23 Story1 W10X45 0.647 = 0 + 0.647 + 0 1.2D+1.6L 0.3 0 Seismic HD 233637.42 233702.39
B24 Story1 W10X45 0.602 = 0 + 0.602 + 0 1.2D+1L+1EX+0.3EY 0.286 0 Seismic HD 228048.62 203809.98
B25 Story1 W10X45 0.654 = 0 + 0.654 + 0 1.2D+1.6L 0.302 0 Seismic HD 232935.85 234403.95
B26 Story1 W10X45 0.652 = 0 + 0.652 + 0 1.2D+1.6L 0.301 0 Seismic HD 233354.03 233985.78
B27 Story1 W10X45 0.663 = 0 + 0.663 + 0 1.2D+1.6L 0.305 0 Seismic HD 235745.04 231594.76
B28 Story1 W10X45 0.964 = 0 + 0.964 + 0 1.2D+1.6L 0.444 0 Seismic HD 286819.56 293057.61
B29 Story1 W10X45 0.81 = 0 + 0.81 + 0 1.2D+1.6L 0.408 0 Seismic HD 271139.58 230498.33
B30 Story1 W10X45 1.2D+1.6L 0.248 0 Seismic HD 209098.79 202483.78
B31 Story1 W10X45 0.774 = 0 + 0.774 + 0 1.2D+1.6L 0.402 0 Seismic HD 268893.6 232744.31
B32 Story1 W10X45 0.826 = 0 + 0.826 + 0 1.2D+1.6L 0.409 0 Seismic HD 230109.37 271528.54
B33 Story1 W10X60 0.872 = 0 + 0.872 + 0 1.2D+1.6L 0.456 0 Seismic MD 364777.36 357431.74
B34 Story1 W10X45 0.963 = 0 + 0.963 + 0 1.2D+1.6L 0.444 0 Seismic HD 286916.64 292960.54
B35 Story1 W10X45 0.806 = 0 + 0.806 + 0 1.2D+1.6L 0.406 0 Seismic HD 270667.28 230970.63
B36 Story1 W10X45 0.799 = 0 + 0.799 + 0 1.2D+1.6L 0.406 0 Seismic HD 231393.05 270244.86
B37 Story1 W10X45 0.796 = 0 + 0.796 + 0 1.2D+1.6L 0.405 0 Seismic HD 270031.64 231606.27
B38 Story1 W10X45 0.824 = 0 + 0.824 + 0 1.2D+1.6L 0.409 0 Seismic HD 230213.95 271423.95
B39 Story1 W10X60 0.862 = 0 + 0.862 + 0 1.2D+1.6L 0.453 0 Seismic MD 363129.56 359079.54
B40 Story1 W10X45 0.654 = 0 + 0.654 + 0 1.2D+1.6L 0.3 0 Seismic HD 228866.16 233526.95
B41 Story1 W10X45 0.635 = 0 + 0.635 + 0 1.2D+1.6L 0.294 0 Seismic HD 231236.66 231156.45
B42 Story1 W10X45 0.634 = 0 + 0.634 + 0 1.2D+1.6L 0.294 0 Seismic HD 231181.15 231211.95
B43 Story1 W10X45 0.634 = 0 + 0.634 + 0 1.2D+1.6L 0.294 0 Seismic HD 231158.95 231234.15
B44 Story1 W10X45 0.635 = 0 + 0.635 + 0 1.2D+1.6L 0.294 0 Seismic HD 231154.45 231238.66
B45 Story1 W10X45 0.64 = 0 + 0.64 + 0 1.2D+1.6L 0.296 0 Seismic HD 231997.36 230395.74
B46 Story1 W10X45 0.383 = 0 + 0.383 + 0 1.2D+1.6L 0.106 0 Seismic HD 50062.7 50062.7
B47 Story1 W10X45 0.318 = 0.004 + 0.312
+ 0.003 1.2D+1L+1EX+0.3EY 0.17 0.001 Seismic HD -34993.28 32157.72
B48 Story1 W10X45 0.394 = 0 + 0.394 + 0 1.2D+1L+1EX+0.3EY 0.175 0 Seismic HD 211861.41 203741.5
B49 Story1 W10X45 0.346 = 0 + 0.346 + 0 1.2D+1L+1EX+0.3EY 0.168 0 Seismic HD 209051.05 206551.85
B50 Story1 W10X45 0.44 = 0 + 0.44 + 0 1.2D+1L+1EX+0.3EY 0.221 0 Seismic HD 231484.25 229101.1
B51 Story1 W10X45 0.435 = 0 + 0.435 + 0 1.2D+1L+1EX+0.3EY 0.223 0 Seismic HD 232306.77 228278.58
-
Label Story Section Moment
Interaction Check PMM Combo V22 Ratio V33 Ratio Class
Conn. V I-
End
N
Conn. V J-
End
N
B52 Story1 W10X45 0.38 = 0 + 0.38 + 0 1.2D+1.6L 0.117 0 Seismic HD 375947.08 0
B53 Story1 W10X45 0.753 = 0 + 0.753 + 0 1.2D+1.6L 0.23 0 Seismic HD 423047.99 0
B54 Story1 W10X45 0.753 = 0 + 0.753 + 0 1.2D+1.6L 0.23 0 Seismic HD 423047.99 0
B55 Story1 W10X45 0.753 = 0 + 0.753 + 0 1.2D+1.6L 0.23 0 Seismic HD 423047.99 0
B56 Story1 W10X45 0.753 = 0 + 0.753 + 0 1.2D+1.6L 0.23 0 Seismic HD 423047.99 0
B57 Story1 W10X45 0.753 = 0 + 0.753 + 0 1.2D+1.6L 0.23 0 Seismic HD 423047.99 0
B58 Story1 W10X45 0.675 = 0 + 0.675 + 0 1.2D+1.6L 0.209 0 Seismic HD 414500.96 0
B59 Story1 W10X45 0.596 = 0 + 0.596 + 0 1.2D+1.6L 0.189 0 Seismic HD 405953.93 0
B60 Story1 W10X45 0.302 = 0 + 0.302 + 0 1.2D+1.6L 0.096 0 Seismic HD 367400.05 0
B61 Story1 W10X45 0.286 = 0 + 0.286 + 0 1.2D+1.6L 0.079 0 Seismic HD 0 0
B62 Story1 W10X45 0.286 = 0 + 0.286 + 0 1.2D+1.6L 0.079 0 Seismic HD 0 0
B63 Story1 W10X45 0.286 = 0 + 0.286 + 0 1.2D+1.6L 0.079 0 Seismic HD 0 0
B64 Story1 W10X45 0.286 = 0 + 0.286 + 0 1.2D+1.6L 0.079 0 Seismic HD 0 0
B65 Story1 W10X45 0.286 = 0 + 0.286 + 0 1.2D+1.6L 0.079 0 Seismic HD 0 0
B66 Story1 W10X45 0.286 = 0 + 0.286 + 0 1.2D+1.6L 0.079 0 Seismic HD 0 0
B67 Story1 W10X45 0.186 = 0 + 0.186 + 0 1.2D+1.6L 0.059 0 Seismic HD 0 0
B68 Story1 W10X45 0.186 = 0 + 0.186 + 0 1.2D+1.6L 0.059 0 Seismic HD 0 0
B69 Story1 W10X45 0.446 = 0 + 0.446 + 0 1.2D+1.6L 0.126 0 Seismic HD 0 353580.55
B70 Story1 W10X45 0.882 = 0 + 0.882 + 0 1.2D+1.6L 0.248 0 Seismic HD 0 404370.39
B71 Story1 W10X45 0.882 = 0 + 0.882 + 0 1.2D+1.6L 0.248 0 Seismic HD 0 404370.39
B72 Story1 W10X45 0.882 = 0 + 0.882 + 0 1.2D+1.6L 0.248 0 Seismic HD 0 404370.39
B73 Story1 W10X45 0.882 = 0 + 0.882 + 0 1.2D+1.6L 0.248 0 Seismic HD 0 404370.39
B74 Story1 W10X45 0.882 = 0 + 0.882 + 0 1.2D+1.6L 0.248 0 Seismic HD 0 404370.39
B75 Story1 W10X45 0.446 = 0 + 0.446 + 0 1.2D+1.6L 0.126 0 Seismic HD 0 353580.55
B76 Story1 W10X45 0.307 = 0 + 0.307 + 0 1.2D+1.6L 0.085 0 Seismic HD 0 0
B77 Story1 W10X45 0.307 = 0 + 0.307 + 0 1.2D+1.6L 0.085 0 Seismic HD 0 0
B78 Story1 W10X45 0.307 = 0 + 0.307 + 0 1.2D+1.6L 0.085 0 Seismic HD 0 0
B79 Story1 W10X45 0.307 = 0 + 0.307 + 0 1.2D+1.6L 0.085 0 Seismic HD 0 0
B80 Story1 W10X45 0.307 = 0 + 0.307 + 0 1.2D+1.6L 0.085 0 Seismic HD 0 0
B81 Story1 W10X45 0.307 = 0 + 0.307 + 0 1.2D+1.6L 0.085 0 Seismic HD 0 0
B92 Story1 W10X45 0.3 = 0 + 0.3 + 0 1.2D+1.6L 0.162 0 Seismic HD 619181.08 0
B93 Story1 W10X45 0.3 = 0 + 0.3 + 0 1.2D+1.6L 0.162 0 Seismic HD 619181.08 0
B94 Story1 W10X45 0.3 = 0 + 0.3 + 0 1.2D+1.6L 0.162 0 Seismic HD 619181.08 0
B95 Story1 W10X45 0.3 = 0 + 0.3 + 0 1.2D+1.6L 0.162 0 Seismic HD 619181.08 0
B252 Story1 W10X45 Lb/ry > 0.086*E/Fy
(AISC 341-PartI 9.8) 1.2D+1.6L 0.128 0 Seismic HD 60215.79 47922.86
B254 Story1 W10X45 0.133 = 0 + 0.133 + 0 1.2D+1.6L 0.056 0 Seismic HD 26649.81 26649.81
Table 6.5 - Steel Brace Envelope
Label Story Section Moment Interaction Check PMM Combo V22
Ratio
V33
Ratio Class
Conn. P I-
End
N
Conn. P J-
End
N
D1 Story2 PIPE6SCH40 0.047 = 0.033 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -36778.31 -35879.66
D2 Story2 PIPE6SCH40 0.045 = 0.031 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -34848.23 -33949.59
D3 Story2 PIPE6SCH40 0.038 = 0.024 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -26584.54 -25685.89
D4 Story2 PIPE6SCH40 0.038 = 0.024 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -27218.26 -26319.62
D5 Story2 PIPE6SCH40 0.03 = 0.017 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -18530.26 18494.54
D6 Story2 PIPE6SCH40 0.031 = 0.017 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -19390.5 -18716.52
-
Label Story Section Moment Interaction Check PMM Combo V22
Ratio
V33
Ratio Class
Conn. P I-
End
N
Conn. P J-
End
N
D7 Story2 PIPE6SCH40 0.027 = 0.014 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD 19392.97 20291.61
D8 Story2 PIPE6SCH40 0.029 = 0.015 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD 21887.03 22785.68
D9 Story2 PIPE6SCH40 0.03 = 0.016 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD 23397.33 24295.97
D10 Story2 PIPE6SCH40 0.034 = 0.02 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD 28625.61 29524.25
D11 Story2 PIPE6SCH40 0.033 = 0.019 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD 26735.97 27634.62
D12 Story2 PIPE6SCH40 0.035 = 0.021 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -23677.83 -22879.8
D13 Story2 PIPE6SCH40 0.034 = 0.021 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -22959.66 -22061.02
D14 Story2 PIPE6SCH40 0.037 = 0.023 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -26098.98 -25200.34
D15 Story2 PIPE6SCH40 0.037 = 0.023 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -25723.35 -24824.71
D16 Story2 PIPE6SCH40 0.039 = 0.025 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -27557.97 -26659.32
D17 Story2 PIPE6SCH40 0.041 = 0.027 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -30182.15 -29283.5
D18 Story2 PIPE6SCH40 0.042 = 0.028 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -31456.04 -30557.39
D1 Story1 PIPE6SCH40 0.314 = 0.302 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -165659.08 -164760.44
D2 Story1 PIPE6SCH40 0.319 = 0.306 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -168228.19 -167329.55
D3 Story1 PIPE6SCH40 0.309 = 0.297 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -162975.77 -162077.13
D4 Story1 PIPE6SCH40 0.314 = 0.301 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -165521.76 -164623.12
D5 Story1 PIPE6SCH40 0.271 = 0.259 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -142174.17 -141275.52
D6 Story1 PIPE6SCH40 0.277 = 0.264 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -145218.32 -144319.68
D7 Story1 PIPE6SCH40 0.11 = 0.096 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -105731.33 -104832.69
D8 Story1 PIPE6SCH40 0.246 = 0.234 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -128346.79 -127448.14
D9 Story1 PIPE6SCH40 0.101 = 0.087 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -95845.73 -94947.09
D10 Story1 PIPE6SCH40 0.286 = 0.274 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -150253 -149354.36
D11 Story1 PIPE6SCH40 0.281 = 0.269 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -147779.21 -146880.56
D12 Story1 PIPE6SCH40 0.305 = 0.293 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -160932.32 -160033.68
D13 Story1 PIPE6SCH40 0.299 = 0.287 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -157679.46 -156780.82
D14 Story1 PIPE6SCH40 0.291 = 0.279 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -153116.57 -152217.93
D15 Story1 PIPE6SCH40 0.286 = 0.274 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -150258.47 -149359.83
D16 Story1 PIPE6SCH40 0.247 = 0.235 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -129184.53 -128285.89
D17 Story1 PIPE6SCH40 0.276 = 0.264 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -144951.12 -144052.47
D18 Story1 PIPE6SCH40 0.24 = 0.228 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -125240.75 -124342.11
6.2. Mtodo De Anlisis Cronolgico
A continuacin se presentan los resultados del diseo de los elementos metlicos utilizando
las fuerzas obtenidas de los registros ssmicos del anlisis cronolgico.
Table 2.3 - Steel Column Envelope (Part 1 of 2)
Label Story Section Moment Interaction Check PMM Combo V22 Ratio V33 Ratio Class
Cont.
Plate
mm
C16 Story3 W12X96 0.025 = 0.001 + 0.022 + 0.002 1.2D+1L+1EX+0.3EY 0.009 0.002 Seismic HD 2299.5
C17 Story3 W12X96 0.027 = 0.001 + 0.022 + 0.004 1.2D+1L+1EX+0.3EY 0.009 0.002 Seismic HD 2299.5
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Label Story Section Moment Interaction Check PMM Combo V22 Ratio V33 Ratio Class
Cont.
Plate
mm
C20 Story3 W12X96 0.054 = 0.001 + 0.018 + 0.036 1.2D+1L+1EX+0.3EY 0.009 0.004 Seismic HD 2299.5
C21 Story3 W12X96 0.047 = 0.001 + 0.011 + 0.035 1.2D+1L+1EX+0.3EY 0.006 0.004 Seismic HD 2299.5
C24 Story3 W12X96 0.025 = 0.001 + 0.021 + 0.004 1.2D+1L+1EX+0.3EY 0.011 0.001 Seismic HD 2299.5
C25 Story3 W12X96 0.019 = 0.001 + 0.017 + 0.001 1.2D+1L+1EX+0.3EY 0.006 0.001 Seismic HD 2299.5
C28 Story3 W12X96 0.049 = 0.001 + 0.014 + 0.035 1.2D+1L+1EX+0.3EY 0.007 0.004 Seismic HD 2299.5
C29 Story3 W12X96 0.049 = 0.001 + 0.012 + 0.036 1.2D+1L+1EX+0.3EY 0.007 0.004 Seismic HD 2299.5
C32 Story3 W12X96 0.031 = 0.001 + 0.027 + 0.003 1.2D+1L+1EX+0.3EY 0.013 0.002 Seismic HD 2299.5
C33 Story3 W12X96 0.029 = 0.001 + 0.026 + 0.002 1.2D+1L+1EX+0.3EY 0.012 0.001 Seismic HD 2299.5
C11 Story2 W12X96 0.311 = 0.002 + 0.115 + 0.194 1.2D+1L+0.3EX+1EY 0.035 0.01 Seismic HD 2299.5
C12 Story2 W12X96 0.2 = 0.002 + 0.159 + 0.039 1.2D+1L+0.3EX+1EY 0.051 0.002 Seismic HD 2299.5
C13 Story2 W12X96 0.201 = 0.001 + 0.158 + 0.041 1.2D+1L+0.3EX+1EY 0.051 0.002 Seismic HD 2299.5
C14 Story2 W12X96 0.283 = 0.002 + 0.112 + 0.17 1.2D+1L+0.3EX+1EY 0.035 0.009 Seismic HD 2299.5
C15 Story2 W12X96 0.345 = 0.002 + 0.009 + 0.334 1.2D+1L+0.3EX+1EY 0.008 0.017 Seismic HD 2299.5
C16 Story2 W12X96 0.071 = 0.002 + 0.034 + 0.035 1.2D+1L+0.3EX+1EY 0.021 0.002 Seismic HD 989.6
C17 Story2 W12X96 0.073 = 0.002 + 0.034 + 0.037 1.2D+1L+0.3EX+1EY 0.021 0.002 Seismic HD 989.6
C18 Story2 W12X96 0.3 = 0.002 + 0.009 + 0.289 1.2D+1L+0.3EX+1EY 0.008 0.015 Seismic HD 2299.5
C19 Story2 W12X96 0.355 = 0.002 + 0.014 + 0.339 1.2D+1L+0.3EX+1EY 0.01 0.018 Seismic HD 2299.5
C20 Story2 W12X96 0.168 = 0.002 + 0.029 + 0.137 1.2D+1L+0.3EX+1EY 0.019 0.008 Seismic HD 989.6
C21 Story2 W12X96 0.142 = 0.002 + 0.003 + 0.137 1.2D+1L+0.3EX+1EY 0.01 0.008 Seismic HD 989.6
C22 Story2 W12X96 0.304 = 0.002 + 0.006 + 0.296 1.2D+1L+0.3EX+1EY 0.008 0.015 Seismic HD 2299.5
C23 Story2 W12X96 0.36 = 0.002 + 0.022 + 0.336 1.2D+1.6L 0.013 0.017 Seismic HD
C24 Story2 W12X96 0.089 = 0.002 + 0.052 + 0.035 1.2D+1L+0.3EX+1EY 0.026 0.002 Seismic HD 989.6
C25 Story2 W12X96 0.04 = 0.002 + 0.037 + 0.001 1.2D+1L+1EX+0.3EY 0.01 0.002 Seismic HD 989.6
C26 Story2 W12X96 0.295 = 0.002 + 0.007 + 0.286 1.2D+1L+0.3EX+1EY 0.008 0.015 Seismic HD 2299.5
C27 Story2 W12X96 0.346 = 0.002 + 0.001 + 0.343 1.2D+1.6L 0.008 0.018 Seismic HD
C28 Story2 W12X96 0.143 = 0.002 + 0.007 + 0.134 1.2D+1L+0.3EX+1EY 0.011 0.008 Seismic HD 989.6
C29 Story2 W12X96 0.141 = 0.002 + 0.005 + 0.133 1.2D+1L+0.3EX+1EY 0.011 0.008 Seismic HD 989.6
C30 Story2 W12X96 0.302 = 0.002 + 0.007 + 0.294 1.2D+1L+0.3EX+1EY 0.008 0.015 Seismic HD 2299.5
C31 Story2 W12X96 0.34 = 0.002 + 0.002 + 0.336 1.2D+1.6L 0.008 0.017 Seismic HD
C32 Story2 W12X96 0.093 = 0.002 + 0.058 + 0.033 1.2D+1L+0.3EX+1EY 0.031 0.002 Seismic HD 989.6
C33 Story2 W12X96 0.09 = 0.002 + 0.056 + 0.032 1.2D+1L+0.3EX+1EY 0.03 0.002 Seismic HD 989.6
C34 Story2 W12X96 0.293 = 0.002 + 0.006 + 0.285 1.2D+1L+0.3EX+1EY 0.007 0.015 Seismic HD 2299.5
C35 Story2 W12X96 0.3 = 0.002 + 0.115 + 0.183 1.2D+1L+0.3EX+1EY 0.036 0.01 Seismic HD 2299.5
C36 Story2 W12X96 0.219 = 0.001 + 0.21 + 0.008 1.2D+1.6L 0.063 0.002 Seismic HD
C37 Story2 W12X96 0.155 = 0.002 + 0.122 + 0.031 1.2D+1L+0.3EX+1EY 0.048 0.001 Seismic HD 2299.5
C38 Story2 W12X96 0.311 = 0.002 + 0.043 + 0.266 1.2D+1.6L 0.021 0.014 Seismic HD
C41 Story2 W12X96 0.044 = 0.001 + 0.005 + 0.038 1.2D+1L+0.3EX+1EY 0.011 0.002 Seismic HD 2299.5
C42 Story2 W12X96 0.239 = 0.002 + 0.006 + 0.231 1.2D+1L+0.3EX+1EY 0.011 0.012 Seismic HD 2299.5
C45 Story2 W12X96 0.089 = 0.001 + 0.054 + 0.034 1.2D+1L+0.3EX+1EY 0.017 0.002 Seismic HD 2299.5
C46 Story2 W12X96 0.212 = 0.001 + 0.072 + 0.139 1.2D+1L+0.3EX+1EY 0.022 0.007 Seismic HD 2299.5
C11 Story1 W12X96 0.332 = 0.021 + 0.143 + 0.168 1.2D+1L+1EX+0.3EY 0.103 0.016 Seismic HD 989.6
C12 Story1 W12X96 0.267 = 0.023 + 0.219 + 0.025 1.2D+1L+1EX+0.3EY 0.124 0.005 Seismic HD 989.6
C13 Story1 W12X96 0.265 = 0.024 + 0.22 + 0.022 1.2D+1L+1EX+0.3EY 0.125 0.004 Seismic HD 989.6
C14 Story1 W12X96 0.32 = 0.02 + 0.199 + 0.101 1.2D+1L+1EX+0.3EY 0.103 0.015 Seismic HD 989.6
C15 Story1 W12X96 0.416 = 0.041 + 0.053 + 0.321 1.2D+1L+1EX+0.3EY 0.065 0.028 Seismic HD 989.6
C16 Story1 W12X96 0.236 = 0.046 + 0.167 + 0.023 1.2D+1L+1EX+0.3EY 0.073 0.005 Seismic HD 989.6
C17 Story1 W12X96 0.231 = 0.046 + 0.165 + 0.02 1.2D+1L+1EX+0.3EY 0.073 0.004 Seismic HD 989.6
C18 Story1 W12X96 0.367 = 0.04 + 0.051 + 0.276 1.2D+1L+1EX+0.3EY 0.062 0.025 Seismic HD 989.6
-
Label Story Section Moment Interaction Check PMM Combo V22 Ratio V33 Ratio Class
Cont.
Plate
mm
C19 Story1 W12X96 0.421 = 0.038 + 0.057 + 0.326 1.2D+1L+1EX+0.3EY 0.066 0.028 Seismic HD 989.6
C20 Story1 W12X96 0.27 = 0.032 + 0.165 + 0.074 1.2D+1L+1EX+0.3EY 0.071 0.011 Seismic HD 989.6
C21 Story1 W12X96 0.257 = 0.034 + 0.151 + 0.072 1.2D+1L+1EX+0.3EY 0.06 0.011 Seismic HD 989.6
C22 Story1 W12X96 0.367 = 0.037 + 0.049 + 0.281 1.2D+1L+1EX+0.3EY 0.062 0.025 Seismic HD 989.6
C23 Story1 W12X96 0.426 = 0.038 + 0.068 + 0.319 1.2D+1L+1EX+0.3EY 0.069 0.028 Seismic HD 989.6
C24 Story1 W12X96 0.228 = 0.037 + 0.172 + 0.019 1.2D+1L+1EX+0.3EY 0.081 0.004 Seismic HD 989.6
C25 Story1 W12X96 0.214 = 0.044 + 0.151 + 0.019 1.2D+1L+1EX+0.3EY 0.06 0.004 Seismic HD 989.6
C26 Story1 W12X96 0.363 = 0.039 + 0.049 + 0.275 1.2D+1L+1EX+0.3EY 0.062 0.024 Seismic HD 989.6
C27 Story1 W12X96 0.415 = 0.038 + 0.051 + 0.326 1.2D+1L+1EX+0.3EY 0.064 0.028 Seismic HD 989.6
C28 Story1 W12X96 0.259 = 0.034 + 0.155 + 0.069 1.2D+1L+1EX+0.3EY 0.062 0.011 Seismic HD 989.6
C29 Story1 W12X96 0.258 = 0.034 + 0.152 + 0.072 1.2D+1L+1EX+0.3EY 0.06 0.011 Seismic HD 989.6
C30 Story1 W12X96 0.366 = 0.037 + 0.049 + 0.28 1.2D+1L+1EX+0.3EY 0.062 0.024 Seismic HD 989.6
C31 Story1 W12X96 0.414 = 0.041 + 0.052 + 0.321 1.2D+1L+1EX+0.3EY 0.062 0.028 Seismic HD 989.6
C32 Story1 W12X96 0.244 = 0.05 + 0.178 + 0.016 1.2D+1L+1EX+0.3EY 0.086 0.004 Seismic HD 2201.2
C33 Story1 W12X96 0.248 = 0.05 + 0.178 + 0.021 1.2D+1L+1EX+0.3EY 0.085 0.004 Seismic HD 2201.2
C34 Story1 W12X96 0.364 = 0.04 + 0.05 + 0.274 1.2D+1L+1EX+0.3EY 0.062 0.024 Seismic HD 989.6
C35 Story1 W12X96 0.334 = 0.021 + 0.204 + 0.11 1.2D+1L+1EX+0.3EY 0.105 0.016 Seismic HD 989.6
C36 Story1 W12X96 0.281 = 0.028 + 0.237 + 0.017 1.2D+1L+1EX+0.3EY 0.139 0.003 Seismic HD 2201.2
C37 Story1 W12X96 0.268 = 0.034 + 0.213 + 0.021 1.2D+1L+1EX+0.3EY 0.117 0.004 Seismic HD 2201.2
C38 Story1 W12X96 0.371 = 0.034 + 0.086 + 0.25 1.2D+1L+1EX+0.3EY 0.078 0.022 Seismic HD 989.6
C41 Story1 W12X96 0.192 = 0.019 + 0.157 + 0.016 1.2D+1L+1EX+0.3EY 0.066 0.004 Seismic HD 989.6
C42 Story1 W12X96 0.321 = 0.032 + 0.159 + 0.129 1.2D+1L+1EX+0.3EY 0.066 0.019 Seismic HD 989.6
C45 Story1 W12X96 0.201 = 0.01 + 0.17 + 0.022 1.2D+1L+1EX+0.3EY 0.078 0.004 Seismic HD 989.6
C46 Story1 W12X96 0.266 = 0.018 + 0.177 + 0.071 1.2D+1L+1EX+0.3EY 0.085 0.011 Seismic HD 989.6
Table 2.4 - Steel Beam Envelope (Part 1 of 2)
Label Story Section Moment Interaction Check PMM Combo V22 Ratio V33 Ratio Class
B5 Story3 W10X45 0.011 = 0 + 0.011 + 0 1.4D 0.007 0 Seismic HD
B17 Story3 W10X45 0.011 = 0 + 0.011 + 0 1.4D 0.007 0 Seismic HD
B29 Story3 W10X45 0.036 = 0 + 0.036 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD
B30 Story3 W10X45 0.035 = 0 + 0.035 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD
B31 Story3 W10X45 0.035 = 0 + 0.035 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD
B32 Story3 W10X45 0.037 = 0 + 0.037 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD
B35 Story3 W10X45 0.036 = 0 + 0.036 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD
B36 Story3 W10X45 0.036 = 0 + 0.036 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD
B37 Story3 W10X45 0.035 = 0 + 0.035 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD
B38 Story3 W10X45 0.037 = 0 + 0.037 + 0 1.2D+1L+1EX+0.3EY 0.01 0 Seismic HD
B1 Story2 W10X45 0.088 = 0 + 0.088 + 0 1.2D+1L+0.3EX+1EY 0.051 0 Seismic HD
B2 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD
B3 Story2 W10X45 0.086 = 0 + 0.086 + 0 1.2D+1L+0.3EX+1EY 0.048 0 Seismic HD
B4 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD
B5 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD
B6 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD
B7 Story2 W10X45 0.072 = 0 + 0.072 + 0 1.2D+1L+0.3EX+1EY 0.036 0 Seismic HD
B9 Story2 W10X45 0.071 = 0 + 0.071 + 0 1.2D+1L+1EX+0.3EY 0.037 0 Seismic HD
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Label Story Section Moment Interaction Check PMM Combo V22 Ratio V33 Ratio Class
B10 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD
B12 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD
B13 Story2 W10X45 0.066 = 0 + 0.066 + 0 1.2D+1L+1EX+0.3EY 0.036 0 Seismic HD
B15 Story2 W10X45 0.066 = 0 + 0.066 + 0 1.2D+1L+0.3EX+1EY 0.035 0 Seismic HD
B16 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD
B17 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD
B18 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD
B19 Story2 W10X45 0.068 = 0 + 0.068 + 0 1.2D+1L+1EX+0.3EY 0.04 0 Seismic HD
B20 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD
B21 Story2 W10X45 0.071 = 0 + 0.071 + 0 1.2D+1L+0.3EX+1EY 0.045 0 Seismic HD
B22 Story2 W10X45 0.068 = 0 + 0.068 + 0 1.2D+1L+1EX+0.3EY 0.015 0 Seismic HD
B23 Story2 W10X45 0.055 = 0 + 0.055 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD
B24 Story2 W10X45 0.051 = 0 + 0.051 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD
B25 Story2 W10X45 0.053 = 0 + 0.053 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD
B26 Story2 W10X45 0.052 = 0 + 0.052 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD
B27 Story2 W10X45 0.072 = 0 + 0.072 + 0 1.2D+1L+1EX+0.3EY 0.015 0 Seismic HD
B28 Story2 W10X45 0.075 = 0 + 0.075 + 0 1.2D+1L+1EX+0.3EY 0.015 0 Seismic HD
B29 Story2 W10X45 0.051 = 0 + 0.051 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD
B30 Story2 W10X45 0.048 = 0 + 0.048 + 0 1.2D+1L+1EX+0.3EY 0.012 0 Seismic HD
B31 Story2 W10X45 0.05 = 0 + 0.05 + 0 1.2D+1L+1EX+0.3EY 0.012 0 Seismic HD
B32 Story2 W10X45 0.05 = 0 + 0.05 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD
B33 Story2 W10X45 0.081 = 0 + 0.081 + 0 1.2D+1L+1EX+0.3EY 0.016 0 Seismic HD
B34 Story2 W10X45 0.075 = 0 + 0.075 + 0 1.2D+1L+1EX+0.3EY 0.016 0 Seismic HD
B35 Story2 W10X45 0.049 = 0 + 0.049 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD
B36 Story2 W10X45 0.048 = 0 + 0.048 + 0 1.2D+1L+1EX+0.3EY 0.012 0 Seismic HD
B37 Story2 W10X45 0.049 = 0 + 0.049 + 0 1.2D+1L+1EX+0.3EY 0.012 0 Seismic HD
B38 Story2 W10X45 0.05 = 0 + 0.05 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD
B39 Story2 W10X45 0.066 = 0 + 0.066 + 0 1.2D+1L+1EX+0.3EY 0.014 0 Seismic HD
B40 Story2 W10X45 0.069 = 0 + 0.069 + 0 1.2D+1L+1EX+0.3EY 0.015 0 Seismic HD
B41 Story2 W10X45 0.052 = 0 + 0.052 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD
B42 Story2 W10X45 0.052 = 0 + 0.052 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD
B43 Story2 W10X45 0.052 = 0 + 0.052 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD
B44 Story2 W10X45 0.052 = 0 + 0.052 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD
B45 Story2 W10X45 0.056 = 0 + 0.056 + 0 1.2D+1L+1EX+0.3EY 0.013 0 Seismic HD
B46 Story2 W10X45 0.02 = 0 + 0.02 + 0 1.4D 0.007 0 Seismic HD
B47 Story2 W10X45 0.079 = 0 + 0.079 + 0 1.2D+1L+1EX+0.3EY 0.051 0 Seismic HD
B48 Story2 W10X45 0.063 = 0 + 0.063 + 0 1.2D+1L+1EX+0.3EY 0.018 0 Seismic HD
B49 Story2 W10X45 0.067 = 0 + 0.067 + 0 1.2D+1L+1EX+0.3EY 0.017 0 Seismic HD
B50 Story2 W10X45 0.056 = 0 + 0.056 + 0 1.2D+1L+1EX+0.3EY 0.016 0 Seismic HD
B51 Story2 W10X45 0.07 = 0 + 0.07 + 0 1.2D+1L+1EX+0.3EY 0.018 0 Seismic HD
B52 Story2 W10X45 0.036 = 0 + 0.036 + 0 1.4D 0.012 0 Seismic HD
B53 Story2 W10X45 0.063 = 0 + 0.063 + 0 1.4D 0.019 0 Seismic HD
B54 Story2 W10X45 0.063 = 0 + 0.063 + 0 1.4D 0.019 0 Seismic HD
B55 Story2 W10X45 0.063 = 0 + 0.063 + 0 1.4D 0.019 0 Seismic HD
B56 Story2 W10X45 0.063 = 0 + 0.063 + 0 1.4D 0.019 0 Seismic HD
B57 Story2 W10X45 0.063 = 0 + 0.063 + 0 1.4D 0.019 0 Seismic HD
B58 Story2 W10X45 0.058 = 0 + 0.058 + 0 1.4D 0.017 0 Seismic HD
B59 Story2 W10X45 0.052 = 0 + 0.052 + 0 1.4D 0.016 0 Seismic HD
B60 Story2 W10X45 0.03 = 0 + 0.03 + 0 1.4D 0.01 0 Seismic HD
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Label Story Section Moment Interaction Check PMM Combo V22 Ratio V33 Ratio Class
B61 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD
B62 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD
B63 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD
B64 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD
B65 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD
B66 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD
B67 Story2 W10X45 0.013 = 0 + 0.013 + 0 1.4D 0.006 0 Seismic HD
B68 Story2 W10X45 0.013 = 0 + 0.013 + 0 1.4D 0.006 0 Seismic HD
B69 Story2 W10X45 0.04 = 0 + 0.04 + 0 1.4D 0.012 0 Seismic HD
B70 Story2 W10X45 0.07 = 0 + 0.07 + 0 1.4D 0.019 0 Seismic HD
B71 Story2 W10X45 0.07 = 0 + 0.07 + 0 1.4D 0.019 0 Seismic HD
B72 Story2 W10X45 0.07 = 0 + 0.07 + 0 1.4D 0.019 0 Seismic HD
B73 Story2 W10X45 0.07 = 0 + 0.07 + 0 1.4D 0.019 0 Seismic HD
B74 Story2 W10X45 0.07 = 0 + 0.07 + 0 1.4D 0.019 0 Seismic HD
B75 Story2 W10X45 0.04 = 0 + 0.04 + 0 1.4D 0.012 0 Seismic HD
B76 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD
B77 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD
B78 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD
B79 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD
B80 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD
B81 Story2 W10X45 0.021 = 0 + 0.021 + 0 1.4D 0.007 0 Seismic HD
B1 Story1 W10X45 0.45 = 0.004 + 0.443 + 0.003 1.2D+1L+1EX+0.3EY 0.227 0.001 Seismic HD
B2 Story1 W10X45 0.204 = 0 + 0.204 + 0 1.2D+1.6L 0.056 0 Seismic HD
B3 Story1 W10X45 0.453 = 0.004 + 0.446 + 0.003 1.2D+1L+1EX+0.3EY 0.231 0.001 Seismic HD
B4 Story1 W10X45 0.387 = 0 + 0.387 + 0 1.2D+1.6L 0.107 0 Seismic HD
B5 Story1 W10X45 0.47 = 0 + 0.47 + 0 1.2D+1.6L 0.136 0 Seismic HD
B6 Story1 W10X45 0.387 = 0 + 0.387 + 0 1.2D+1.6L 0.107 0 Seismic HD
B7 Story1 W10X45 0.409 = 0.004 + 0.402 + 0.002 1.2D+1L+1EX+0.3EY 0.203 0.001 Seismic HD
B9 Story1 W10X45 0.413 = 0.004 + 0.406 + 0.003 1.2D+1L+1EX+0.3EY 0.208 0.001 Seismic HD
B10 Story1 W10X45 0.407 = 0 + 0.407 + 0 1.2D+1.6L 0.122 0 Seismic HD
B11 Story1 W10X45 0.569 = 0 + 0.569 + 0 1.2D+1.6L 0.164 0 Seismic HD
B12 Story1 W10X45 0.387 = 0 + 0.387 + 0 1.2D+1.6L 0.107 0 Seismic HD
B13 Story1 W10X45 0.378 = 0.004 + 0.371 + 0.003 1.2D+1L+1EX+0.3EY 0.192 0.001 Seismic HD
B15 Story1 W10X45 0.375 = 0.004 + 0.368 + 0.003 1.2D+1L+1EX+0.3EY 0.187 0.001 Seismic HD
B16 Story1 W10X45 0.387 = 0 + 0.387 + 0 1.2D+1.6L 0.107 0 Seismic HD
B17 Story1 W10X45 0.558 = 0 + 0.558 + 0 1.2D+1.6L 0.161 0 Seismic HD
B18 Story1 W10X45 0.372 = 0 + 0.372 + 0 1.2D+1.6L 0.107 0 Seismic HD
B19 Story1 W10X45 0.365 = 0.004 + 0.357 + 0.003 1.2D+1L+1EX+0.3EY 0.187 0.001 Seismic HD
B20 Story1 W10X45 0.238 = 2.826E-04 + 0.238 + 0 1.2D+1L+1EX+0.3EY 0.082 0 Seismic HD
B21 Story1 W10X45 0.375 = 0.004 + 0.368 + 0.003 1.2D+1L+1EX+0.3EY 0.189 0.001 Seismic HD
B22 Story1 W10X45 0.67 = 0 + 0.67 + 0 1.2D+1.6L 0.306 0 Seismic HD
B23 Story1 W10X45 0.647 = 0 + 0.647 + 0 1.2D+1.6L 0.3 0 Seismic HD
B24 Story1 W10X45 0.604 = 0 + 0.604 + 0 1.2D+1L+1EX+0.3EY 0.286 0 Seismic HD
B25 Story1 W10X45 0.654 = 0 + 0.654 + 0 1.2D+1.6L 0.302 0 Seismic HD
B26 Story1 W10X45 0.652 = 0 + 0.652 + 0 1.2D+1.6L 0.301 0 Seismic HD
B27 Story1 W10X45 0.663 = 0 + 0.663 + 0 1.2D+1L+1EX+0.3EY 0.305 0 Seismic HD
B28 Story1 W10X45 0.964 = 0 + 0.964 + 0 1.2D+1.6L 0.444 0 Seismic HD
B29 Story1 W10X45 0.81 = 0 + 0.81 + 0 1.2D+1.6L 0.408 0 Seismic HD
B30 Story1 W10X45 0.511 = 0 + 0.511 + 0 1.2D+1L+1EX+0.3EY 0.248 0 Seismic HD
-
Label Story Section Moment Interaction Check PMM Combo V22 Ratio V33 Ratio Class
B31 Story1 W10X45 0.774 = 0 + 0.774 + 0 1.2D+1.6L 0.402 0 Seismic HD
B32 Story1 W10X45 0.826 = 0 + 0.826 + 0 1.2D+1.6L 0.409 0 Seismic HD
B33 Story1 W10X60 0.872 = 0 + 0.872 + 0 1.2D+1.6L 0.456 0 Seismic MD
B34 Story1 W10X45 0.963 = 0 + 0.963 + 0 1.2D+1.6L 0.444 0 Seismic HD
B35 Story1 W10X45 0.806 = 0 + 0.806 + 0 1.2D+1.6L 0.406 0 Seismic HD
B36 Story1 W10X45 0.799 = 0 + 0.799 + 0 1.2D+1.6L 0.406 0 Seismic HD
B37 Story1 W10X45 0.796 = 0 + 0.796 + 0 1.2D+1.6L 0.405 0 Seismic HD
B38 Story1 W10X45 0.824 = 0 + 0.824 + 0 1.2D+1.6L 0.409 0 Seismic HD
B39 Story1 W10X60 0.862 = 0 + 0.862 + 0 1.2D+1.6L 0.453 0 Seismic MD
B40 Story1 W10X45 0.654 = 0 + 0.654 + 0 1.2D+1.6L 0.3 0 Seismic HD
B41 Story1 W10X45 0.636 = 0 + 0.636 + 0 1.2D+1L+1EX+0.3EY 0.294 0 Seismic HD
B42 Story1 W10X45 0.635 = 0 + 0.635 + 0 1.2D+1L+1EX+0.3EY 0.294 0 Seismic HD
B43 Story1 W10X45 0.635 = 0 + 0.635 + 0 1.2D+1L+1EX+0.3EY 0.294 0 Seismic HD
B44 Story1 W10X45 0.635 = 0 + 0.635 + 0 1.2D+1L+1EX+0.3EY 0.294 0 Seismic HD
B45 Story1 W10X45 0.64 = 0 + 0.64 + 0 1.2D+1L+1EX+0.3EY 0.296 0 Seismic HD
B46 Story1 W10X45 0.368 = 0 + 0.368 + 0 1.2D+1.6L 0.106 0 Seismic HD
B47 Story1 W10X45 0.384 = 0.004 + 0.377 + 0.003 1.2D+1L+1EX+0.3EY 0.201 0.001 Seismic HD
B48 Story1 W10X45 0.396 = 0 + 0.396 + 0 1.2D+1L+1EX+0.3EY 0.175 0 Seismic HD
B49 Story1 W10X45 0.349 = 0 + 0.349 + 0 1.2D+1L+1EX+0.3EY 0.168 0 Seismic HD
B50 Story1 W10X45 0.442 = 0 + 0.442 + 0 1.2D+1L+1EX+0.3EY 0.221 0 Seismic HD
B51 Story1 W10X45 0.438 = 0 + 0.438 + 0 1.2D+1L+1EX+0.3EY 0.223 0 Seismic HD
B52 Story1 W10X45 0.38 = 0 + 0.38 + 0 1.2D+1.6L 0.117 0 Seismic HD
B53 Story1 W10X45 0.753 = 0 + 0.753 + 0 1.2D+1.6L 0.23 0 Seismic HD
B54 Story1 W10X45 0.753 = 0 + 0.753 + 0 1.2D+1.6L 0.23 0 Seismic HD
B55 Story1 W10X45 0.753 = 0 + 0.753 + 0 1.2D+1.6L 0.23 0 Seismic HD
B56 Story1 W10X45 0.753 = 0 + 0.753 + 0 1.2D+1.6L 0.23 0 Seismic HD
B57 Story1 W10X45 0.753 = 0 + 0.753 + 0 1.2D+1.6L 0.23 0 Seismic HD
B58 Story1 W10X45 0.675 = 0 + 0.675 + 0 1.2D+1.6L 0.209 0 Seismic HD
B59 Story1 W10X45 0.596 = 0 + 0.596 + 0 1.2D+1.6L 0.189 0 Seismic HD
B60 Story1 W10X45 0.302 = 0 + 0.302 + 0 1.2D+1.6L 0.096 0 Seismic HD
B61 Story1 W10X45 0.286 = 0 + 0.286 + 0 1.2D+1.6L 0.079 0 Seismic HD
B62 Story1 W10X45 0.286 = 0 + 0.286 + 0 1.2D+1.6L 0.079 0 Seismic HD
B63 Story1 W10X45 0.286 = 0 + 0.286 + 0 1.2D+1.6L 0.079 0 Seismic HD
B64 Story1 W10X45 0.286 = 0 + 0.286 + 0 1.2D+1.6L 0.079 0 Seismic HD
B65 Story1 W10X45 0.286 = 0 + 0.286 + 0 1.2D+1.6L 0.079 0 Seismic HD
B66 Story1 W10X45 0.286 = 0 + 0.286 + 0 1.2D+1.6L 0.079 0 Seismic HD
B67 Story1 W10X45 0.186 = 0 + 0.186 + 0 1.2D+1.6L 0.059 0 Seismic HD
B68 Story1 W10X45 0.186 = 0 + 0.186 + 0 1.2D+1.6L 0.059 0 Seismic HD
B69 Story1 W10X45 0.446 = 0 + 0.446 + 0 1.2D+1.6L 0.126 0 Seismic HD
B70 Story1 W10X45 0.882 = 0 + 0.882 + 0 1.2D+1.6L 0.248 0 Seismic HD
B71 Story1 W10X45 0.882 = 0 + 0.882 + 0 1.2D+1.6L 0.248 0 Seismic HD
B72 Story1 W10X45 0.882 = 0 + 0.882 + 0 1.2D+1.6L 0.248 0 Seismic HD
B73 Story1 W10X45 0.882 = 0 + 0.882 + 0 1.2D+1.6L 0.248 0 Seismic HD
B74 Story1 W10X45 0.882 = 0 + 0.882 + 0 1.2D+1.6L 0.248 0 Seismic HD
B75 Story1 W10X45 0.446 = 0 + 0.446 + 0 1.2D+1.6L 0.126 0 Seismic HD
B76 Story1 W10X45 0.307 = 0 + 0.307 + 0 1.2D+1.6L 0.085 0 Seismic HD
B77 Story1 W10X45 0.307 = 0 + 0.307 + 0 1.2D+1.6L 0.085 0 Seismic HD
B78 Story1 W10X45 0.307 = 0 + 0.307 + 0 1.2D+1.6L 0.085 0 Seismic HD
B79 Story1 W10X45 0.307 = 0 + 0.307 + 0 1.2D+1.6L 0.085 0 Seismic HD
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Label Story Section Moment Interaction Check PMM Combo V22 Ratio V33 Ratio Class
B80 Story1 W10X45 0.307 = 0 + 0.307 + 0 1.2D+1.6L 0.085 0 Seismic HD
B81 Story1 W10X45 0.307 = 0 + 0.307 + 0 1.2D+1.6L 0.085 0 Seismic HD
B92 Story1 W10X45 0.3 = 0 + 0.3 + 0 1.2D+1.6L 0.162 0 Seismic HD
B93 Story1 W10X45 0.3 = 0 + 0.3 + 0 1.2D+1.6L 0.162 0 Seismic HD
B94 Story1 W10X45 0.3 = 0 + 0.3 + 0 1.2D+1.6L 0.162 0 Seismic HD
B95 Story1 W10X45 0.3 = 0 + 0.3 + 0 1.2D+1.6L 0.162 0 Seismic HD
B252 Story1 W10X45 Lb/ry > 0.086*E/Fy (AISC 341-PartI 9.8) 1.2D+1.6L 0.128 0 Seismic HD
B254 Story1 W10X45 0.133 = 0 + 0.133 + 0 1.2D+1.6L 0.056 0 Seismic HD
Table 2.5 - Steel Brace Envelope
Label Story Section Moment Interaction
Check PMM Combo
V22
Ratio
V33
Ratio Class
Conn. P I-
End
N
Conn. P J-
End
N
D1 Story2 PIPE6SCH40 0.046 = 0.032 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -35972.1 -35073.45
D2 Story2 PIPE6SCH40 0.045 = 0.031 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -34042.14 -33143.5
D3 Story2 PIPE6SCH40 0.037 = 0.024 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -26271.69 -25373.04
D4 Story2 PIPE6SCH40 0.038 = 0.024 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -26905.9 -26007.25
D5 Story2 PIPE6SCH40 0.031 = 0.017 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -18809.07 18700.94
D6 Story2 PIPE6SCH40 0.031 = 0.017 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -19668.89 -18994.91
D7 Story2 PIPE6SCH40 0.029 = 0.015 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD 20913.27 21811.91
D8 Story2 PIPE6SCH40 0.03 = 0.016 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD 23402.92 24301.56
D9 Story2 PIPE6SCH40 0.033 = 0.019 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD 27811.13 28709.77
D10 Story2 PIPE6SCH40 0.033 = 0.019 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD 27819.06 28717.7
D11 Story2 PIPE6SCH40 0.033 = 0.019 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD 25929.55 26828.19
D12 Story2 PIPE6SCH40 0.035 = 0.021 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -23328.34 -22530.32
D13 Story2 PIPE6SCH40 0.034 = 0.02 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -22609.81 -21711.16
D14 Story2 PIPE6SCH40 0.037 = 0.024 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -26305.06 -25406.42
D15 Story2 PIPE6SCH40 0.037 = 0.023 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -25929.76 -25031.11
D16 Story2 PIPE6SCH40 0.04 = 0.026 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -29077.93 -28179.29
D17 Story2 PIPE6SCH40 0.042 = 0.029 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -31698.21 -30799.57
D18 Story2 PIPE6SCH40 0.046 = 0.032 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -35869.34 -34970.69
D1 Story1 PIPE6SCH40 0.307 = 0.295 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -161833.31 -160934.67
D2 Story1 PIPE6SCH40 0.312 = 0.299 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -164402.31 -163503.67
D3 Story1 PIPE6SCH40 0.306 = 0.294 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -161414.02 -160515.38
D4 Story1 PIPE6SCH40 0.311 = 0.299 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -163959.89 -163061.25
D5 Story1 PIPE6SCH40 0.273 = 0.261 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -143480.93 -142582.28
D6 Story1 PIPE6SCH40 0.279 = 0.267 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -146525.19 -145626.54
D7 Story1 PIPE6SCH40 0.221 = 0.209 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -114663.04 -113764.4
D8 Story1 PIPE6SCH40 0.262 = 0.25 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -137278.18 -136379.54
D9 Story1 PIPE6SCH40 0.113 = 0.099 + 0.014 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -108847.26 -107948.61
D10 Story1 PIPE6SCH40 0.281 = 0.268 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -147468.02 -146569.38
D11 Story1 PIPE6SCH40 0.276 = 0.264 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -144994.16 -144095.51
D12 Story1 PIPE6SCH40 0.302 = 0.29 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -159054.36 -158155.72
D13 Story1 PIPE6SCH40 0.296 = 0.284 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -155801.58 -154902.94
D14 Story1 PIPE6SCH40 0.293 = 0.28 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -154068.4 -153169.76
D15 Story1 PIPE6SCH40 0.288 = 0.275 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -151210.22 -150311.58
D16 Story1 PIPE6SCH40 0.261 = 0.248 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -136511.15 -135612.51
-
Label Story Section Moment Interaction
Check PMM Combo
V22
Ratio
V33
Ratio Class
Conn. P I-
End
N
Conn. P J-
End
N
D17 Story1 PIPE6SCH40 0.29 = 0.277 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -152278.39 -151379.74
D18 Story1 PIPE6SCH40 0.277 = 0.264 + 0.012 + 0 1.2D+1L+0.3EX+1EY 0.003 0 Seismic HD -145229.34 -144330.69
-
7. CONCLUCIONES
Realizados los dos anlisis, espectral y cronolgico se puede decir que
la respuesta de la estructura frente a la derivas presento un
comportamiento similar ya que nicamente se observa una diferencia
de 3.5% entre las derivas mximas, que en este caso se dieron en la
direccin X del modelo.
Tipo de Anlisis
Deriva Mxima
X Y
Espectral 83% 43%
Cronolgico 86% 43%
3.5% 0.0%
Otro de los parmetros calculados fue las irregularidades, en el caso
del anlisis espectral se present una irregularidad torsional, por otro
lado, en el anlisis cronolgico este tipo de irregularidad no se
present, lo que se podra ver representado en el diseo ya que se
puede usar un factor de modificacin ssmico mayor permitiendo
reducir las fuerzas ssmicas un poco ms en comparacin con el
anlisis espectral, sin embargo para este caso no es un factor
determinante ya que la estructura presenta una irregularidad en
planta del tipo 2P.
En cuanto a los ajustes del cortante basal se observa una gran
diferencia en los factores de modificacin ya que en el caso del
anlisis espectral estos factores son muy prximos a 1.00. En el caso
del anlisis cronolgico estos factores varan entre 0.26 y 2.77 lo cual
se debe a las magnitudes de la gravedad de los registros de los
sismos.
El mtodo de NewMark Hall es uno de los muchos mtodos
disponibles para elaborar un espectro de diseo a partir de una
familia de acelero gramas conocidas. Vale la pena resaltar que para
que el mtodo sea confiable se debe escoger adecuadamente los
-
registros acelero grficos para que estos representen los
movimientos ssmicos en el sitio analizado.
El mtodo de anlisis cronolgico teniendo en cuenta los resultados
no representan una diferencia significativa en el clculo de las derivas
de la estructura.