Download - Memoria de Calculo Altepexi
MEMORIA DE CÁLCULO
Cubierta para Mercado Municipal Altepexi, Puebla
ING. RICARDO REYNOSO MIRANDA CED. PROF. 2554666
TEHUACÁN, PUE., 12 DE FEBRERO DE 2013.
REYNOSO MIRANDA INGENIEROS S.A. de C.V.
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I. ANTECEDENTES
Se requiere diseñar una cubierta de 29 m x 32 m (1044 m2) para techar el Mercado Municipal de Altepexi, Puebla. Se plantean marcos conformados por armaduras y columnas de acero. Las primeras tienen forma de arco parabólico de sección variable con peraltes de 0.80 m hasta 1.80 m. Las columnas serán hechas con placa .
Figura 1. Isométrico de cubierta metálica a diseñar.
Las armaduras serán contraventeadas en la cuerda superior y sostendrán una serie
de polines adecuadamente arriostrados a los tercios de su longitud para evitar flexión biaxial. Sobre éstos se colocará la cubierta de lámina engargolable KR-18 rolada en sitio, la cual permitirá que no se tengan filtraciones debido a la curvatura de la estructura.
En sentido perpendicular, las columnas formarán marcos rígidos con vigas tipo IR
y se contraventearán en las crujías inicial y final.
II. MATERIALES Los materiales utilizados en la construcción de la estructura tendrán como mínimo las siguientes características, además de cumplir con las Normas Oficiales Mexicanas vigentesi:
o Capacidad admisible del terreno considerada para proyecto: 15 Tm/m2 (1.5 kg/cm2). No se considera presencia de nivel freático en el estrato de desplante de la cimentación.
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o Concreto hecho en obra ó premezclado, f’c=100 kg/cm2, 151,000 ⁄ ,
20 en plantillas.
o Concreto f’c=250 kg/cm2, 238,751 ⁄ , 30 en elementos de concreto. Tamaño máximo de agregado 19 mm, impermeabilizante integral incluido en mezcla. Revenimiento sugerido 12 a 14 cm.
o Acero de refuerzo liso #2, fy=2,800 kg/ cm2, E=2.04x106 kg/cm2, alargamiento a
la ruptura en 10 diámetros, 9%. Cumple con NMX-B-365, ASTM A510
o Acero de refuerzo corrugado No. 3 y mayores (varilla), fy=4,200 kg/cm2. Cumple con NMX-C-407.
o Malla electrosoldada, fy=5,000 kg/ cm2, fu=5,700 kg/ cm2, E=2.04x106 kg/ cm2,
alargamiento a la ruptura en 10 diámetros, 6%, reducción de área transversal, 30%. Cumplirá con NMX-B-253, NMX-B-290, ASTM A496, ASTM A185. Traslape mínimo de 1 ½ cuadros (25 cm).
o Perfiles rolados en frío ASTM-A570ii, NOM B-347, fy=3,520 kg/cm2, fu=4,570
kg/cm2. o Acero estructural ASTM-A36, NMX B-254 (perfiles y placas), fy=2,530 kg/cm2,
fu=4,080 kg/cm2 . o Acero estructural ASTM-A50, NMX B-254 (perfiles y placas), fy=3,500 kg/cm2,
fu=5,600 kg/cm2 . o Electrodos de acero al carbono recubiertos, para soldadura de arco eléctrico,
NMX-H-77 (AWSiii A5.1), E60, fy=4,200 kg/cm2, E70, fy=4,900 kg/cm2 . o Tornillos de alta resistencia ASTM-A325 en conexiones, NOM-H-124, fy=3,500
kg/cm2, fu=8,440 kg/cm2 para diámetros de 13 a 25 mm y fu=7,380 kg/cm2, para diámetros de 29 y 38 mm.
o Espárragos de acero templado y endurecido ASTM-A449, NOM-H-124-1988. o Tuercas de acero de aleación y al carbono ASTM-A536. o Arandelas de acero endurecidas ASTM-F436.
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III. ACCIONES SOBRE LA ESTRUCTURA
Las cargas actuantes en la estructura se determinaron acorde a la normativa vigente, Normas Técnicas Complementarias del Reglamento del Distrito Federal, Manuales de Diseño de Obra Civil por Viento y Sismo de la Comisión Federal de Electricidad para determinación y modelación de cargas de viento y sísmicas. III.1. Cargas muertas
Acero estructural 7,850 kg/m3 Concreto densidad normal 2,400 kg/m3 Lámina en cubierta 5 kg/m3 Instalaciones hidrosanitarias y eléctricas 30 kg/m2
III.2. Cargas vivas Se consideran las siguientes cargas vivas en el diseño:
Azotea (techumbre metálica con pendiente >5%) 40 kg/m2 III.3. Cargas de viento
Atendiendo las consideraciones de diseño del Manual de Diseño de Obras Civiles por Viento de la C.F.E., se clasificará el terreno en tipo 2 según su rugosidad, siendo la velocidad regional de diseño para un período de retorno de 10 años hkmV 10310 .
La estructura será permeable, con una dimensión mayor en a 50 m en planta, por
lo que se considera de clase C, el factor de topografía se toma como 0.1TF ; el factor de
exposición ∝ 1.56.
0.97. La velocidad de diseño se calcula, atendiendo a los parámetros anteriores como: ∝ 1.0 0.97 103 99.8 .
La presión dinámica de base, función de VD es 0.0048 0.0048 99.8 47.82 .
Esta presión afectada por el coeficiente de presión neta CPn, el factor de presión local KL y el factor de reducción de área KA originan la presión neta de diseño: 1.5
1 47.8 71.71 .
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III.4. Cargas sísmicas
Por sismo, la estructura se clasifica dentro del grupo B, tipo I, con un factor de ductilidad Q=2 en ambos sentidos, ya que las cargas sísmicas son resistidas por columnas de concreto en un marco que puede asumirse dúctil. La construcción se encuentra dentro de la zona sísmica C y en un terreno tipo II, por lo cual para el análisis sísmico se utilizará un coeficiente sísmico c=0.32. El coeficiente c/Q=0.16 para esta estructura.
III.5. Combinaciones de carga
La estructura se revisará bajo el criterio de resistencia última utilizando la normativa, ACI-318 para la revisión de elementos de concreto y AISC-LRFD para el diseño de elementos de acero, revisándose las deflexiones de la estructura bajo condiciones de servicio (criterio elástico).
1.0 CM + 1.0 CV (servicio)
CM= Carga muerta. CV= Carga viva. VX= Carga de viento en dirección X. VZ= Carga de viento en dirección Z (ortogonal a X). SX= Carga de sismo en dirección X. SZ= Carga de sismo en dirección Z (ortogonal a X).
1.2 CM + 1.6 CV 1.2 CM + 0.8 VX 1.2 CM + 0.8 VZ 1.2 CM ± 1.0 SX 1.2 CM ± 1.0 SZ 1.2 CM + 0.5 CV+ 1.6 VX 1.2 CM + 0.5 CV+ 1.6 VZ 1.0 CM + 1.6 SX ± 0.48 SZ 1.0 CM + 1.6 SZ ± 0.48 SX 0.9 CM + 1.6 VX 0.9 CM + 1.6 VZ 0.9 CM ± 1.0 SX 0.9 CM ± 1.0 SZ
IV. DISEÑO ESTRUCTURAL IV.1. Lámina y polinería
La selección del calibre de la lámina se hace utilizando la presión de viento de 71.71 kg/m2 y el área tributaria del elemento.
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Para una separación de 1.20 m, con al menos tres apoyos, la lámina KR-18 cal. 26 resiste una carga de 308 kg/m2 (4.8 veces la carga viva factorizada), y por ende la presión de viento de 137.7 kg/m2 factorizada y aplicada sobre su ancho tributario.
La separación entre marcos es de 8.00 m, por lo que se propone una polinería de
techo de 203 mm de peralte (polín de 8”), fabricados en el mismo largo que los espacios entre marcos. Se considera un peso del polín (antes de su diseño) de 8 kg/m.
En servicio, los momentos correspondientes a una carga concentrada de 100 kg
en la parte media del claro y la combinación de peso propio y carga viva (40 kg/m2) en los polines de techo con menor inclinación, donde la componente vertical de carga es mayor es:
M100cos5° 8
4
8 40 10 5 1.2 cos5° 8
8100 78,890 kg cm
Para secciones C, el momento nominal resistente se calcula como M 0.6S f
0.6 3500S → S,
,
,37.6 cm
El monten CF203x14 (8” cal. 14) cumple con el parámetro, siendo sus propiedades
Sx=45.14 cm3 e Ix=458.63 cm4 y w=5.67 kg/m. Revisando deflexiones con las cargas muertas y 30% de la carga viva,
∆ %
55.67 0.3 40 10 5 1.2 cos5°
100800
384 2.04 10 458.632.16 cm
L
370
L
360
Bajo la presión de viento máxima, sin considerar la acción de diafragma de la
lámina y el contraflambeo a los tercios del claro,
∆55.67 71.71 1.2 cos20.3°
100800
384 2.04 10 458.635.21 cm
L
154
Se utilizará un perfil CF203x14 como polín en techumbre. El cortante último transmitido en cada extremo del polín considerando las cargas
gravitacionales últimas es:
V1.2 5.67 1.2 30 5 1.6 40 1.2 cos5°
28 534 kg
La resistencia a corte del alma del monten es ∅ ∅0.6 0.75 0.6 18 0.191
3500 5,414 .
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Por cortante, para transmitir la fuerza de 534 kg, se requieren 2 tornillos de 8 mm (5/16”) ASTM A307-B (SAE-2), ∅ ∅0.6 0.75 0.6 0.50 2530 569 . IV.2. Contraflambeos
Los contraflambeos se colocarán a los tercios de los polines, para evitar el pandeo del elemento en el eje débil. Existen, en cada lado del arco 15 montenes, los cuales tienen inclinación variable entre 0 y 26°. La sumatoria de las componentes horizontales de la carga sobre todos los montenes se convertirá en la fuerza axial sobre los contraflambeos, así: P 1.2 5.67 1.2 30 5 1.6 1.2 71.71 8sen13° 1616 kg.
Se optará por utilizar un tubular OR 25x1.91 mm (1” cal. 14), con peso de 1.46
kg/m. Revisando su capacidad, con r=0.95 cm, L/r=120/0.95=126, ∅F 928
kgcm y ∅P ∅F A 795 1.70 1,577kg. Seleccionando un OR 32x1.91 mm,
r=1.20 cm, L/r=120/1.20=100, ∅F 1,260 kg
cm y ∅P ∅F A 1,260 2.18 2,746.8 kg. Este perfil se unirá al montén utilizando una sección de ángulo 38x3 mm y dos tornillos SAE-2 de 6 mm, ó cordones de soldadura E60 con longitud mínima de 30 mm/cordón en ambos lados del ángulo de conexión.
IV.3. Contravientos en techo Los contravientos de la estructura soportan una carga axial máxima de 1100 kg y se diseñan como elementos a tensión. Limitando el esfuerzo a tensión a 0.6 0.6
2,530 1,518 ⁄ , se requiere un área transversal ,
0.75 . Se utilizarán
contravientos de 13 mm de diámetro, cuya resistencia máxima a tensión es: ∅ 0.9
0.9 2,530 1.27 2,891 . El contraviento estará utilizado al 38% de su capacidad.
La relación entre claro y equidistancia de la armadura hacen que se proponga el utilizar dos pares de contravientos por agua, para no sacrificar su efectividad debido a su longitud. IV.4. Armadura de sección variable Las armaduras a diseñar tienen la geometría mostrada a continuación:
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Figura 2. Armadura tipo.
La cuerda superior de la armadura está sujeta a una fuerza axial compresiva máxima de 38.9 Tm y a una fuerza de tensión de 12.3 Tm. La longitud entre nodos de la cuerda es de 1.20 m (máximo). Se propone, para este diseño, una cuerda superior formada por dos perfiles OR. Revisando 2 OR76x3.2 mm, cuyo radio mínimo de giro es de 2.96 cm. Con este dato, se calcula su relación de esbeltez
.≅ 41 a la que
corresponde un esfuerzo máximo a compresión ∅ 1,960 .
Así, el área mínima requerida en el elemento es ,
,9.92 . El OR76x3.2
mm tiene 9.01 cm2 (0.90 veces la requerida). Revisando el mismo perfil pero con mayor espesor, OR76x4.8 mm, A= 13 cm2, r=2.90 cm,
.≅ 42, ∅ 1,930 , las
fuerzas máximas axiales (compresión y tensión) resistidas por la cuerda superior de la armadura son respectivamente ∅ ∅ 2 1,930 13 50,180 . Los esfuerzos del perfil serían del orden del 77% de su capacidad última, estando en un rango aceptable. Las capacidad de la cuerda a tensión es: ∅ ∅ 2 0.9 2,530 13 59,202 . El elemento estará utilizado al 20% en tensión. De manera análoga al diseño de la cuerda superior, los elementos de la cuerda inferior deben resistir una fuerza compresiva última de 9.6 Tm y una fuerza de tensión de de 31.1 Tm. Se utilizará un par de OR 76x3.2 mm ∅ ∅ 2 0.9 2,530 9.01
41,031 para integrar este elemento. Los postes y diagonales críticas son propensos a pandeo por su mayor longitud. En el caso crítico, la longitud del elemento (diagonal) es de 1.70 m y debe resistir una fuerza compresiva máxima de 8.67 Tm y una tensión de 8.68 Tm (gobernará pandeo por compresión debido a lo similar de las fuerzas). Para el prediseño se propuso un OR 64x3.2 mm (2 1/2” x 0.125”), A=7.40 cm2, r=2.44 cm. La relación de esbeltez para el elemento crítico –con mayor longitud efectiva- es 170
2.4470 a la cual corresponde un
esfuerzo compresivo máximo ∅ 1,654 . La carga máxima a compresión resistida por la sección es ∅ ∅ 1,654 7.40 12,245 . A tensión, ∅ ∅ 0.9 2,530
7.40 16,850 . El elemento satisface la demanda estructural y será utilizado en la estructura.
La soldadura entre elementos de las armaduras se hará con electrodos E70 de 3 mm de espesor, para desarrollar las fuerzas requeridas en cada elemento sin requerir
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placas. Para transmitir las fuerzas máximas de tensión y compresión, a cortante la longitud de soldadura requerida será
∅ ∅ 0.6 45°
Donde: Pu= Carga axial factorizada (kg) Lw= Longitud de soldadura requerida (cm) f= Factor de reducción de resistencia= 0.75 tw= Espesor de la garganta de la soldadura de filete (cm) FE= Esfuerzo de fluencia de la soldadura (kg/cm2)
Fuerza axial
(kg) Longitud requerida (cm)
E60 – 3 mm E70 – 3 mm5,000 12.5 11
10,000 25.0 21.515,000 37.5 3220,000 50.0 43
La soldadura se hará acorde a los detalles contenidos en planos estructurales. En el caso de los postes y diagonales, se verificará que la longitud de todos los
cordones que las unen con las cuerdas (superior e inferior) sea cuando menos de 16 cm, para garantizar la transmisión de la fuerza axial.
Los elementos de cuerda superior e inferior se soldarán en Z y se reforzarán
interiormente con solera de 5 mm para evitar una falla local que se traduzca en el colapso total o parcial de la estructura.
IV.5. Contravientos laterales Los contravientos de la estructura soportan una carga axial máxima de 10.2 Tm y consistirán en dos cruces de redondo de acero OS conectadas a la base y extremo superior de las columnas de concreto. Se diseñan y trabajan únicamente como elementos en tensión. Estos elementos, dada su importancia en la reducción de desplazamientos, se dejarán trabajando a un 60% de su capacidad última, requiriéndose un área transversal
. . ,7.46 . Se utilizarán contravientos de 32 mm de
diámetro, cuya resistencia máxima a tensión es: ∅ 0.9 0.9 2,530 8.03 18,303 . El contraviento estará utilizado al 56% de su capacidad.
Los contravientos se dividirán en 2 secciones que se tensarán utilizando un templador con un extremo fijo (tuerca soldada) y un extremo roscable. En su unión a las
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columnas, para transmitir su fuerza máxima (18.3 Tm), se requiere una soldadura de E70 de 9 mm, fyw=4,900 kg/cm2, ∅ ∅0.6 45° 0.75 0.6 4900 0.9 45° 1402 /
. Así 14 4 4 .
El espesor de las placas de anclaje de estos elementos se determina como ∅ ∅0.6 0.75 0.6 2530 . Despejando, ,
. .1.6 . Se
utilizarán placas de 16 mm (5/8”) de espesor.
Por cortante, para transmitir la fuerza de 18,300 kg a través de un tornillo A325, A
.
,
.8.71cm . Se utilizará un tornillo A325 de 32 mm de diámetro.
IV.6. Columnas de acero
Las columnas de la estructura se modelaron como secciones cajón/HSS con un extremo empotrado y otro libre, revisándose sus dimensiones durante el diseño y verificándose resistencia y capacidad bajo efectos combinados. El diseño a detalle se encuentra en hojas anexas a este reporte.
Si controla flexión, Pu≤0.2Pn, ∅ ∅ ∅
1
Si controla flexión, Pu>0.2Pn, ∅ ∅ ∅
1
IV.7. Cimentación
Dada la separación de las zapatas de 8 metros centro a centro y la capacidad última del terreno, se seleccionó un sistema de zapatas aisladas para cimentar la estructura. Se modelaron como apoyos empotrados, diseñándose como elementos de lindero acorde a la geometría del terreno. Se presenta el diseño en hojas de cálculo anexas al presente reporte.
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V. RECOMENDACIONES SOBRE EL PROCESO CONSTRUCTIVO Todos los perfiles y placas de acero estructural deberán respetarse en la
fabricación los espesores, dimensiones y localización de cada uno de los elementos que integran la estructura metálica.
Los conectores especificados deberán tener el diámetro, longitud y resistencia
especificada en proyecto para garantizar el anclaje de la estructura. Si se precisa algún cambio constructivo, deberá contar con autorización escrita del calculista.
Antes de la colocación definitiva de armaduras, se deberá verificar la nivelación y
plomeo de elementos portantes, evitando durante el proceso de montaje dañar la conexión central.
El espacio entre las placas de acero y vigas, columnas y cimentación de concreto
deberá llenarse con grout expansivo del tipo especificado en proyecto, asegurando su total penetración mediante una adecuada fluidez sin contravenir especificaciones del fabricante.
Los clips de montenes de techo deberán alinearse para evitar una deformación
inicial del elemento. Antes de soldar clips, deberán trazarse con hilos y nivel, los ejes de estos elementos, para proceder al punteo y resoldado de clips.
Los montenes de techo deberán arriostrarse acorde a lo especificado en proyecto,
de tal forma que no existan deformaciones iniciales en los polines, quedando el contraflambeo perfectamente tenso para que una vez cargada la estructura, el elemento trabaje como fue diseñado.
Los contravientos se unirán a la cuerda superior de la armadura, tensándose
mediante templadores. No se permitirá el empalme soldado entre segmentos de contravientos.
i Regirá la Norma Oficial Mexicana, NMX/NOM vigente al momento de la construcción. ii ASTM, American Society of Testing Materials (Sociedad Americana para Prueba de Materiales). iii AWS, American Welding Society (Sociedad Americada de Soldadura)
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Structure Type SPACE FRAME
Number of Nodes 327 Highest Node 327Number of Elements 729 Highest Beam 729
Number of Basic Load Cases 6Number of Combination Load Cases 18
Included in this printout are data for:All The Whole Structure
Included in this printout are results for load cases:Type L/C Name
Primary 1 MUERTAPrimary 2 VIVAPrimary 3 VIENTOXPrimary 4 VIENTOZPrimary 5 SISMOXPrimary 6 SISMOZ
Combination 7 SERVICIOCombination 8 1.2M+1.6VCombination 9 1.2M+1.6V+0.8WXCombination 10 1.2M+1.6V+0.8WZCombination 11 1.2M+0.5V+1.6WXCombination 12 1.2M+0.5V+1.6WZCombination 13 1.2M+1.6WXCombination 14 1.2M+1.6WZCombination 15 1.2M+SXCombination 16 1.2M+SZCombination 17 1.2M-SXCombination 18 1.2M-SZCombination 19 0.9M+1.6VXCombination 20 0.9M+1.6VZCombination 21 0.9M+SXCombination 23 0.9M+SZCombination 24 0.9M-SXCombination 25 0.9M-SZ
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Section PropertiesProp Section Area
(cm2)Iyy
(cm4)Izz
(cm4)J
(cm4)Material
1 TUB25254 13.484 70.759 70.759 118.528 STEEL2 8CS1.625X071 5.346 9.600 291.634 0.000 STEEL3 Cir 0.02 2.011 0.322 0.322 0.643 STEEL4 TUBE 20.966 626.366 208.634 482.830 STEEL5 TUBE 14.182 433.901 146.957 338.906 STEEL6 HSST16X12X0.375 120.645 18.8 E +3 29.2 E +3 35.4 E +3 STEEL7 W14X22 41.871 291.362 8.28 E +3 7.479 STEEL8 Cir 0.04 11.341 10.235 10.235 20.471 STEEL
Basic Load CasesNumber Name
1 MUERTA2 VIVA3 VIENTOX4 VIENTOZ5 SISMOX6 SISMOZ
Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor
7 SERVICIO 1 MUERTA 1.002 VIVA 1.00
8 1.2M+1.6V 1 MUERTA 1.202 VIVA 1.60
9 1.2M+1.6V+0.8WX 1 MUERTA 1.202 VIVA 1.603 VIENTOX 0.80
10 1.2M+1.6V+0.8WZ 1 MUERTA 1.202 VIVA 1.604 VIENTOZ 0.80
11 1.2M+0.5V+1.6WX 1 MUERTA 1.202 VIVA 0.503 VIENTOX 1.60
12 1.2M+0.5V+1.6WZ 1 MUERTA 1.202 VIVA 0.504 VIENTOZ 1.60
13 1.2M+1.6WX 1 MUERTA 1.203 VIENTOX 1.60
14 1.2M+1.6WZ 1 MUERTA 1.204 VIENTOZ 1.60
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3
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 3 of 16STAAD.Pro for Windows 20.07.04.12
Combination Load Cases Cont...Comb. Combination L/C Name Primary Primary L/C Name Factor
15 1.2M+SX 1 MUERTA 1.205 SISMOX 1.00
16 1.2M+SZ 1 MUERTA 1.206 SISMOZ 1.00
17 1.2M-SX 1 MUERTA 1.205 SISMOX -1.00
18 1.2M-SZ 1 MUERTA 1.206 SISMOZ -1.00
19 0.9M+1.6VX 1 MUERTA 0.903 VIENTOX 1.60
20 0.9M+1.6VZ 1 MUERTA 0.904 VIENTOZ 1.60
21 0.9M+SX 1 MUERTA 0.905 SISMOX 1.00
23 0.9M+SZ 1 MUERTA 0.906 SISMOZ 1.00
24 0.9M-SX 1 MUERTA 0.905 SISMOX -1.00
25 0.9M-SZ 1 MUERTA 0.906 SISMOZ -1.00
8.00m
8.00m
2.00m
5.64m
0.81m
29.00m
10.00m
11.57m
8.00m
8.00mLoad 0
XY
Z
Modelo estructural
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4
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 4 of 16STAAD.Pro for Windows 20.07.04.12
Render de la estructura
SupportsNode X
(kN/mm)Y
(kN/mm)Z
(kN/mm)rX
(kN-m/deg)rY
(kN-m/deg)rZ
(kN-m/deg)10 Fixed Fixed Fixed Fixed Fixed Fixed11 Fixed Fixed Fixed Fixed Fixed Fixed12 Fixed Fixed Fixed Fixed Fixed Fixed13 Fixed Fixed Fixed Fixed Fixed Fixed14 Fixed Fixed Fixed Fixed Fixed Fixed311 Fixed Fixed Fixed Fixed Fixed Fixed312 Fixed Fixed Fixed Fixed Fixed Fixed313 Fixed Fixed Fixed Fixed Fixed Fixed314 Fixed Fixed Fixed Fixed Fixed Fixed315 Fixed Fixed Fixed Fixed Fixed Fixed
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5
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 5 of 16STAAD.Pro for Windows 20.07.04.12
311
312
31310
31411
31512
13
14
DisplacementLoad 1 : X
Y
Z
Nodos con apoyo empotrado de columnas
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6
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 6 of 16STAAD.Pro for Windows 20.07.04.12
Reactions Horizontal Vertical Horizontal Moment
Node L/C FX
(Mton)FY
(Mton)FZ
(Mton)MX
(MTon-m)MY
(MTon-m)MZ
(MTon-m)10 1:MUERTA 1.13 3.42 0.03 0.06 -0.16 -6.34
2:VIVA 0.83 2.10 -0.01 0.00 -0.17 -4.653:VIENTOX 1.67 2.53 0.01 -0.00 0.07 -9.444:VIENTOZ -1.20 -3.10 -0.14 -0.00 0.24 6.765:SISMOX -3.82 -2.94 -4.32 -1.25 -0.01 21.566:SISMOZ -1.91 -5.89 -8.65 -2.50 -0.01 10.777:SERVICIO 1.95 5.52 0.02 0.07 -0.33 -11.008:1.2M+1.6V 2.67 7.46 0.02 0.08 -0.46 -15.069:1.2M+1.6V+0 4.01 9.48 0.03 0.08 -0.40 -22.6110:1.2M+1.6V+ 1.71 4.98 -0.09 0.08 -0.27 -9.6511:1.2M+0.5V+ 4.44 9.20 0.04 0.07 -0.16 -25.0412:1.2M+0.5V+ -0.16 0.20 -0.19 0.07 0.11 0.8813:1.2M+1.6WX 4.03 8.15 0.04 0.07 -0.08 -22.7114:1.2M+1.6WZ -0.57 -0.85 -0.19 0.07 0.19 3.2115:1.2M+SX -2.47 1.16 -4.29 -1.17 -0.20 13.9416:1.2M+SZ -0.56 -1.79 -8.62 -2.42 -0.21 3.1617:1.2M-SX 5.17 7.05 4.36 1.33 -0.18 -29.1718:1.2M-SZ 3.26 9.99 8.68 2.58 -0.18 -18.3819:0.9M+1.6VX 3.69 7.12 0.04 0.05 -0.03 -20.8120:0.9M+1.6VZ -0.91 -1.88 -0.20 0.05 0.24 5.1121:0.9M+SX -2.81 0.13 -4.30 -1.19 -0.15 15.8523:0.9M+SZ -0.90 -2.81 -8.62 -2.44 -0.16 5.0624:0.9M-SX 4.84 6.02 4.35 1.31 -0.14 -27.2625:0.9M-SZ 2.92 8.97 8.67 2.56 -0.13 -16.48
11 1:MUERTA 1.24 3.79 0.03 0.01 -0.03 -7.012:VIVA 0.94 2.27 0.06 0.02 -0.03 -5.313:VIENTOX 1.57 2.25 -0.01 -0.02 -0.07 -8.824:VIENTOZ -1.34 -3.19 -0.01 -0.02 0.04 7.535:SISMOX -3.83 2.83 -0.40 -1.36 -0.00 21.576:SISMOZ -1.92 5.67 -0.80 -2.72 -0.01 10.807:SERVICIO 2.19 6.06 0.09 0.03 -0.06 -12.328:1.2M+1.6V 3.00 8.18 0.13 0.05 -0.08 -16.919:1.2M+1.6V+0 4.25 9.98 0.12 0.03 -0.14 -23.9710:1.2M+1.6V+ 1.93 5.63 0.12 0.03 -0.04 -10.8811:1.2M+0.5V+ 4.47 9.27 0.05 -0.01 -0.16 -25.1812:1.2M+0.5V+ -0.18 0.57 0.05 -0.01 0.02 0.9913:1.2M+1.6WX 4.00 8.14 0.02 -0.02 -0.15 -22.5214:1.2M+1.6WZ -0.65 -0.56 0.02 -0.02 0.04 3.6515:1.2M+SX -2.33 7.38 -0.37 -1.34 -0.04 13.1616:1.2M+SZ -0.42 10.21 -0.77 -2.70 -0.04 2.3917:1.2M-SX 5.32 1.71 0.43 1.37 -0.03 -29.9718:1.2M-SZ 3.41 -1.12 0.83 2.73 -0.02 -19.2019:0.9M+1.6VX 3.62 7.00 0.01 -0.03 -0.14 -20.4220:0.9M+1.6VZ -1.02 -1.70 0.01 -0.02 0.05 5.75
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7
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 7 of 16STAAD.Pro for Windows 20.07.04.12
Reactions Cont... Horizontal Vertical Horizontal Moment
Node L/C FX
(Mton)FY
(Mton)FZ
(Mton)MX
(MTon-m)MY
(MTon-m)MZ
(MTon-m)21:0.9M+SX -2.71 6.24 -0.38 -1.35 -0.03 15.2623:0.9M+SZ -0.80 9.07 -0.78 -2.70 -0.03 4.4924:0.9M-SX 4.94 0.58 0.43 1.37 -0.02 -27.8725:0.9M-SZ 3.03 -2.26 0.83 2.73 -0.02 -17.10
12 1:MUERTA 1.30 3.95 0.00 0.00 0.01 -7.332:VIVA 1.00 2.47 0.00 0.00 0.01 -5.663:VIENTOX 1.37 1.84 0.00 -0.00 0.03 -7.734:VIENTOZ -1.41 -3.51 -0.00 -0.00 -0.02 7.975:SISMOX -3.82 0.00 -0.40 -1.38 -0.00 21.566:SISMOZ -1.91 0.00 -0.81 -2.77 -0.01 10.787:SERVICIO 2.30 6.42 0.00 0.01 0.03 -12.998:1.2M+1.6V 3.17 8.70 0.00 0.01 0.04 -17.859:1.2M+1.6V+0 4.26 10.17 0.01 0.01 0.06 -24.0410:1.2M+1.6V+ 2.04 5.89 0.00 0.00 0.02 -11.4811:1.2M+0.5V+ 4.26 8.92 0.00 0.00 0.07 -24.0012:1.2M+0.5V+ -0.20 0.36 -0.00 -0.00 -0.01 1.1213:1.2M+1.6WX 3.76 7.68 0.00 0.00 0.07 -21.1714:1.2M+1.6WZ -0.70 -0.88 -0.00 -0.00 -0.02 3.9515:1.2M+SX -2.26 4.74 -0.40 -1.38 0.01 12.7616:1.2M+SZ -0.35 4.74 -0.81 -2.77 0.01 1.9817:1.2M-SX 5.39 4.74 0.41 1.39 0.02 -30.3618:1.2M-SZ 3.47 4.74 0.81 2.77 0.02 -19.5819:0.9M+1.6VX 3.37 6.49 0.00 0.00 0.06 -18.9720:0.9M+1.6VZ -1.09 -2.07 -0.00 -0.00 -0.02 6.1521:0.9M+SX -2.65 3.56 -0.40 -1.38 0.01 14.9623:0.9M+SZ -0.74 3.56 -0.81 -2.77 0.00 4.1824:0.9M-SX 5.00 3.55 0.41 1.39 0.02 -28.1625:0.9M-SZ 3.08 3.55 0.81 2.77 0.02 -17.38
13 1:MUERTA 1.26 3.82 -0.03 -0.01 -0.03 -7.122:VIVA 0.96 2.30 -0.06 -0.02 -0.03 -5.433:VIENTOX 1.62 2.32 0.00 0.01 -0.04 -9.134:VIENTOZ -1.36 -3.23 0.01 0.03 0.04 7.685:SISMOX -3.82 -2.65 -4.15 -1.37 -0.00 21.566:SISMOZ -1.91 -5.31 -8.30 -2.73 -0.01 10.787:SERVICIO 2.23 6.12 -0.10 -0.03 -0.06 -12.558:1.2M+1.6V 3.06 8.27 -0.14 -0.05 -0.08 -17.239:1.2M+1.6V+0 4.35 10.12 -0.14 -0.04 -0.12 -24.5410:1.2M+1.6V+ 1.97 5.68 -0.13 -0.03 -0.05 -11.0911:1.2M+0.5V+ 4.59 9.45 -0.07 -0.01 -0.12 -25.8712:1.2M+0.5V+ -0.18 0.56 -0.06 0.02 0.02 1.0313:1.2M+1.6WX 4.11 8.29 -0.03 -0.00 -0.10 -23.1514:1.2M+1.6WZ -0.67 -0.59 -0.02 0.03 0.03 3.7515:1.2M+SX -2.31 1.93 -4.19 -1.38 -0.04 13.0216:1.2M+SZ -0.40 -0.73 -8.33 -2.75 -0.04 2.24
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8
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 8 of 16STAAD.Pro for Windows 20.07.04.12
Reactions Cont... Horizontal Vertical Horizontal Moment
Node L/C FX
(Mton)FY
(Mton)FZ
(Mton)MX
(MTon-m)MY
(MTon-m)MZ
(MTon-m)17:1.2M-SX 5.34 7.23 4.11 1.35 -0.03 -30.1018:1.2M-SZ 3.43 9.88 8.26 2.72 -0.03 -19.3219:0.9M+1.6VX 3.73 7.15 -0.02 0.00 -0.09 -21.0120:0.9M+1.6VZ -1.04 -1.74 -0.01 0.03 0.04 5.8821:0.9M+SX -2.69 0.78 -4.18 -1.38 -0.03 15.1523:0.9M+SZ -0.78 -1.87 -8.32 -2.75 -0.03 4.3724:0.9M-SX 4.96 6.09 4.12 1.35 -0.02 -27.9625:0.9M-SZ 3.05 8.74 8.27 2.72 -0.02 -17.18
14 1:MUERTA 1.11 3.40 -0.02 -0.06 0.16 -6.282:VIVA 0.81 2.08 0.01 0.00 0.17 -4.593:VIENTOX 1.67 2.51 -0.00 0.00 -0.05 -9.424:VIENTOZ -1.18 -3.08 0.14 -0.00 -0.25 6.685:SISMOX -3.82 2.76 -0.28 -1.10 0.00 21.566:SISMOZ -1.91 5.53 -0.57 -2.20 0.00 10.777:SERVICIO 1.93 5.49 -0.01 -0.06 0.34 -10.878:1.2M+1.6V 2.64 7.42 -0.01 -0.06 0.47 -14.879:1.2M+1.6V+0 3.98 9.43 -0.01 -0.06 0.43 -22.4110:1.2M+1.6V+ 1.69 4.96 0.10 -0.07 0.27 -9.5311:1.2M+0.5V+ 4.42 9.15 -0.03 -0.06 0.20 -24.9012:1.2M+0.5V+ -0.15 0.20 0.20 -0.08 -0.12 0.8513:1.2M+1.6WX 4.01 8.11 -0.03 -0.06 0.12 -22.6114:1.2M+1.6WZ -0.56 -0.84 0.19 -0.08 -0.20 3.1515:1.2M+SX -2.49 6.85 -0.31 -1.17 0.20 14.0216:1.2M+SZ -0.57 9.61 -0.59 -2.28 0.20 3.2417:1.2M-SX 5.16 1.32 0.26 1.03 0.19 -29.0918:1.2M-SZ 3.25 -1.44 0.54 2.13 0.19 -18.3119:0.9M+1.6VX 3.68 7.09 -0.03 -0.05 0.07 -20.7220:0.9M+1.6VZ -0.89 -1.86 0.20 -0.06 -0.25 5.0321:0.9M+SX -2.82 5.83 -0.30 -1.16 0.15 15.9023:0.9M+SZ -0.91 8.59 -0.59 -2.26 0.15 5.1224:0.9M-SX 4.83 0.30 0.26 1.05 0.14 -27.2125:0.9M-SZ 2.91 -2.46 0.55 2.15 0.14 -16.42
311 1:MUERTA -1.13 3.42 0.03 0.06 0.16 6.342:VIVA -0.83 2.10 -0.01 0.00 0.17 4.653:VIENTOX -1.70 3.89 -0.00 0.01 0.25 9.594:VIENTOZ 1.20 -3.10 -0.14 -0.00 -0.24 -6.765:SISMOX -3.83 -2.94 -4.32 -1.25 0.01 21.566:SISMOZ -1.91 -5.89 -8.65 -2.50 0.01 10.797:SERVICIO -1.95 5.52 0.02 0.07 0.33 11.008:1.2M+1.6V -2.67 7.46 0.02 0.08 0.46 15.069:1.2M+1.6V+0 -4.03 10.57 0.02 0.09 0.66 22.7310:1.2M+1.6V+ -1.71 4.98 -0.09 0.08 0.27 9.6511:1.2M+0.5V+ -4.48 11.37 0.02 0.10 0.67 25.2812:1.2M+0.5V+ 0.16 0.20 -0.19 0.07 -0.11 -0.88
REMIISA-cv
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9
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 9 of 16STAAD.Pro for Windows 20.07.04.12
Reactions Cont... Horizontal Vertical Horizontal Moment
Node L/C FX
(Mton)FY
(Mton)FZ
(Mton)MX
(MTon-m)MY
(MTon-m)MZ
(MTon-m)13:1.2M+1.6WX -4.07 10.32 0.02 0.09 0.59 22.9514:1.2M+1.6WZ 0.57 -0.85 -0.19 0.07 -0.19 -3.2115:1.2M+SX -5.18 1.16 -4.29 -1.17 0.20 29.1716:1.2M+SZ -3.26 -1.79 -8.62 -2.42 0.21 18.4017:1.2M-SX 2.48 7.05 4.36 1.33 0.18 -13.9518:1.2M-SZ 0.56 9.99 8.68 2.58 0.18 -3.1819:0.9M+1.6VX -3.73 9.30 0.02 0.08 0.54 21.0520:0.9M+1.6VZ 0.91 -1.88 -0.20 0.05 -0.24 -5.1121:0.9M+SX -4.84 0.13 -4.30 -1.19 0.15 27.2723:0.9M+SZ -2.93 -2.81 -8.62 -2.44 0.16 16.5024:0.9M-SX 2.81 6.02 4.35 1.31 0.14 -15.8625:0.9M-SZ 0.90 8.97 8.67 2.56 0.13 -5.08
312 1:MUERTA -1.24 3.79 0.03 0.01 0.03 7.002:VIVA -0.94 2.27 0.06 0.02 0.03 5.313:VIENTOX -1.55 3.65 0.04 0.03 0.08 8.744:VIENTOZ 1.34 -3.19 -0.01 -0.02 -0.04 -7.535:SISMOX -3.82 2.83 -0.40 -1.36 0.00 21.556:SISMOZ -1.91 5.67 -0.80 -2.72 0.01 10.767:SERVICIO -2.19 6.06 0.09 0.03 0.06 12.328:1.2M+1.6V -3.00 8.18 0.13 0.05 0.08 16.919:1.2M+1.6V+0 -4.24 11.10 0.16 0.07 0.14 23.9010:1.2M+1.6V+ -1.93 5.63 0.12 0.03 0.04 10.8811:1.2M+0.5V+ -4.44 11.52 0.12 0.07 0.17 25.0512:1.2M+0.5V+ 0.18 0.57 0.05 -0.01 -0.02 -0.9913:1.2M+1.6WX -3.97 10.38 0.09 0.06 0.15 22.3914:1.2M+1.6WZ 0.65 -0.56 0.02 -0.02 -0.04 -3.6515:1.2M+SX -5.31 7.38 -0.37 -1.34 0.04 29.9616:1.2M+SZ -3.40 10.21 -0.77 -2.70 0.04 19.1717:1.2M-SX 2.33 1.71 0.43 1.37 0.03 -13.1518:1.2M-SZ 0.42 -1.12 0.83 2.73 0.02 -2.3519:0.9M+1.6VX -3.60 9.25 0.08 0.06 0.15 20.2920:0.9M+1.6VZ 1.02 -1.70 0.01 -0.02 -0.05 -5.7521:0.9M+SX -4.94 6.24 -0.38 -1.35 0.03 27.8623:0.9M+SZ -3.03 9.07 -0.78 -2.70 0.03 17.0724:0.9M-SX 2.70 0.58 0.43 1.37 0.02 -15.2525:0.9M-SZ 0.79 -2.26 0.83 2.73 0.02 -4.46
313 1:MUERTA -1.30 3.95 0.00 0.00 -0.01 7.332:VIVA -1.00 2.47 0.00 0.00 -0.01 5.663:VIENTOX -1.35 3.38 0.00 0.00 -0.03 7.594:VIENTOZ 1.41 -3.51 -0.00 -0.00 0.02 -7.975:SISMOX -3.82 0.00 -0.40 -1.38 0.00 21.566:SISMOZ -1.91 0.00 -0.81 -2.77 0.01 10.787:SERVICIO -2.30 6.42 0.00 0.01 -0.03 12.998:1.2M+1.6V -3.17 8.70 0.00 0.01 -0.04 17.85
REMIISA-cv
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10
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 10 of 16STAAD.Pro for Windows 20.07.04.12
Reactions Cont... Horizontal Vertical Horizontal Moment
Node L/C FX
(Mton)FY
(Mton)FZ
(Mton)MX
(MTon-m)MY
(MTon-m)MZ
(MTon-m)9:1.2M+1.6V+0 -4.24 11.40 0.01 0.01 -0.06 23.9210:1.2M+1.6V+ -2.04 5.89 0.00 0.00 -0.02 11.4811:1.2M+0.5V+ -4.22 11.39 0.01 0.01 -0.07 23.7712:1.2M+0.5V+ 0.20 0.36 -0.00 -0.00 0.01 -1.1213:1.2M+1.6WX -3.72 10.15 0.01 0.01 -0.06 20.9414:1.2M+1.6WZ 0.70 -0.88 -0.00 -0.00 0.02 -3.9515:1.2M+SX -5.39 4.74 -0.40 -1.38 -0.01 30.3616:1.2M+SZ -3.47 4.74 -0.81 -2.77 -0.01 19.5817:1.2M-SX 2.26 4.74 0.41 1.39 -0.02 -12.7618:1.2M-SZ 0.35 4.74 0.81 2.77 -0.02 -1.9819:0.9M+1.6VX -3.33 8.97 0.00 0.01 -0.06 18.7420:0.9M+1.6VZ 1.09 -2.07 -0.00 -0.00 0.02 -6.1521:0.9M+SX -5.00 3.56 -0.40 -1.38 -0.01 28.1623:0.9M+SZ -3.08 3.56 -0.81 -2.77 -0.00 17.3824:0.9M-SX 2.65 3.55 0.41 1.39 -0.02 -14.9625:0.9M-SZ 0.74 3.55 0.81 2.77 -0.02 -4.18
314 1:MUERTA -1.26 3.82 -0.03 -0.01 0.03 7.122:VIVA -0.96 2.30 -0.06 -0.02 0.03 5.433:VIENTOX -1.61 3.83 -0.05 -0.04 0.06 9.054:VIENTOZ 1.36 -3.23 0.01 0.03 -0.04 -7.685:SISMOX -3.82 -2.65 -4.15 -1.37 0.00 21.566:SISMOZ -1.91 -5.31 -8.30 -2.73 0.01 10.787:SERVICIO -2.23 6.12 -0.10 -0.03 0.06 12.558:1.2M+1.6V -3.06 8.27 -0.14 -0.05 0.08 17.239:1.2M+1.6V+0 -4.34 11.33 -0.18 -0.08 0.13 24.4710:1.2M+1.6V+ -1.97 5.68 -0.13 -0.03 0.05 11.0911:1.2M+0.5V+ -4.57 11.86 -0.14 -0.08 0.14 25.7312:1.2M+0.5V+ 0.18 0.56 -0.06 0.02 -0.02 -1.0313:1.2M+1.6WX -4.08 10.71 -0.11 -0.07 0.12 23.0214:1.2M+1.6WZ 0.67 -0.59 -0.02 0.03 -0.03 -3.7515:1.2M+SX -5.34 1.93 -4.19 -1.38 0.04 30.1016:1.2M+SZ -3.43 -0.73 -8.33 -2.75 0.04 19.3217:1.2M-SX 2.31 7.23 4.11 1.35 0.03 -13.0218:1.2M-SZ 0.40 9.88 8.26 2.72 0.03 -2.2419:0.9M+1.6VX -3.70 9.57 -0.10 -0.07 0.12 20.8820:0.9M+1.6VZ 1.04 -1.74 -0.01 0.03 -0.04 -5.8821:0.9M+SX -4.96 0.78 -4.18 -1.38 0.03 27.9623:0.9M+SZ -3.05 -1.87 -8.32 -2.75 0.03 17.1824:0.9M-SX 2.69 6.09 4.12 1.35 0.02 -15.1625:0.9M-SZ 0.78 8.74 8.27 2.72 0.02 -4.37
315 1:MUERTA -1.11 3.40 -0.02 -0.06 -0.16 6.282:VIVA -0.81 2.08 0.01 0.00 -0.17 4.593:VIENTOX -1.70 4.07 0.01 -0.00 -0.31 9.574:VIENTOZ 1.18 -3.08 0.14 -0.00 0.25 -6.68
REMIISA-cv
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11
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 11 of 16STAAD.Pro for Windows 20.07.04.12
Reactions Cont... Horizontal Vertical Horizontal Moment
Node L/C FX
(Mton)FY
(Mton)FZ
(Mton)MX
(MTon-m)MY
(MTon-m)MZ
(MTon-m)5:SISMOX -3.83 2.76 -0.28 -1.10 -0.00 21.566:SISMOZ -1.91 5.53 -0.57 -2.20 -0.00 10.787:SERVICIO -1.93 5.49 -0.01 -0.06 -0.34 10.878:1.2M+1.6V -2.64 7.42 -0.01 -0.06 -0.47 14.879:1.2M+1.6V+0 -4.00 10.67 -0.00 -0.07 -0.72 22.5310:1.2M+1.6V+ -1.69 4.96 0.10 -0.07 -0.27 9.5311:1.2M+0.5V+ -4.46 11.64 -0.01 -0.07 -0.77 25.1512:1.2M+0.5V+ 0.15 0.20 0.20 -0.08 0.12 -0.8513:1.2M+1.6WX -4.05 10.59 -0.01 -0.07 -0.69 22.8514:1.2M+1.6WZ 0.56 -0.84 0.19 -0.08 0.20 -3.1515:1.2M+SX -5.16 6.85 -0.31 -1.17 -0.20 29.1016:1.2M+SZ -3.25 9.61 -0.59 -2.28 -0.20 18.3217:1.2M-SX 2.49 1.32 0.26 1.03 -0.19 -14.0318:1.2M-SZ 0.58 -1.44 0.54 2.13 -0.19 -3.2519:0.9M+1.6VX -3.72 9.57 -0.00 -0.05 -0.64 20.9720:0.9M+1.6VZ 0.89 -1.86 0.20 -0.06 0.25 -5.0321:0.9M+SX -4.83 5.83 -0.30 -1.16 -0.15 27.2123:0.9M+SZ -2.92 8.59 -0.59 -2.26 -0.15 16.4424:0.9M-SX 2.82 0.30 0.26 1.05 -0.14 -15.9125:0.9M-SZ 0.91 -2.46 0.55 2.15 -0.14 -5.13
311
X = -1.95 MtonY = 5.52 MtonZ = 0.02 MtonMX = 0.07 MTon-mMY = 0.33 MTon-mMZ = 11.00 MTon-m
312
X = -2.19 MtonY = 6.06 MtonZ = 0.09 MtonMX = 0.03 MTon-mMY = 0.06 MTon-mMZ = 12.32 MTon-m
313
X = -2.30 MtonY = 6.42 MtonZ = 0.00 MtonMX = 0.01 MTon-mMY = -0.03 MTon-mMZ = 12.99 MTon-m
10
X = 1.95 MtonY = 5.52 MtonZ = 0.02 MtonMX = 0.07 MTon-mMY = -0.33 MTon-mMZ = -11.00 MTon-m
314 X = -2.23 MtonY = 6.12 MtonZ = -0.10 MtonMX = -0.03 MTon-mMY = 0.06 MTon-mMZ = 12.55 MTon-m
11
X = 2.19 MtonY = 6.06 MtonZ = 0.09 MtonMX = 0.03 MTon-mMY = -0.06 MTon-mMZ = -12.32 MTon-m
315
X = -1.93 MtonY = 5.49 MtonZ = -0.01 MtonMX = -0.06 MTon-mMY = -0.34 MTon-mMZ = 10.87 MTon-m
12
X = 2.30 MtonY = 6.42 MtonZ = 0.00 MtonMX = 0.01 MTon-mMY = 0.03 MTon-mMZ = -12.99 MTon-m
13X = 2.23 MtonY = 6.12 MtonZ = -0.10 MtonMX = -0.03 MTon-mMY = -0.06 MTon-mMZ = -12.55 MTon-m
14
X = 1.93 MtonY = 5.49 MtonZ = -0.01 MtonMX = -0.06 MTon-mMY = 0.34 MTon-mMZ = -10.87 MTon-m
Load 7X
Y
Z
Reacciones bajo cargas de servicio
REMIISA-cv
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Job No Sheet No Rev
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File Date/Time
12
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 12 of 16STAAD.Pro for Windows 20.07.04.12
311
X = -2.67 MtonY = 7.46 MtonZ = 0.02 MtonMX = 0.08 MTon-mMY = 0.46 MTon-mMZ = 15.06 MTon-m
312
X = -3.00 MtonY = 8.18 MtonZ = 0.13 MtonMX = 0.05 MTon-mMY = 0.08 MTon-mMZ = 16.91 MTon-m
313
X = -3.17 MtonY = 8.70 MtonZ = 0.00 MtonMX = 0.01 MTon-mMY = -0.04 MTon-mMZ = 17.85 MTon-m
10
X = 2.67 MtonY = 7.46 MtonZ = 0.02 MtonMX = 0.08 MTon-mMY = -0.46 MTon-mMZ = -15.06 MTon-m
314 X = -3.06 MtonY = 8.27 MtonZ = -0.14 MtonMX = -0.05 MTon-mMY = 0.08 MTon-mMZ = 17.23 MTon-m
11
X = 3.00 MtonY = 8.18 MtonZ = 0.13 MtonMX = 0.05 MTon-mMY = -0.08 MTon-mMZ = -16.91 MTon-m
315
X = -2.64 MtonY = 7.42 MtonZ = -0.01 MtonMX = -0.06 MTon-mMY = -0.47 MTon-mMZ = 14.87 MTon-m
12
X = 3.17 MtonY = 8.70 MtonZ = 0.00 MtonMX = 0.01 MTon-mMY = 0.04 MTon-mMZ = -17.85 MTon-m
13X = 3.06 MtonY = 8.27 MtonZ = -0.14 MtonMX = -0.05 MTon-mMY = -0.08 MTon-mMZ = -17.23 MTon-m
14
X = 2.64 MtonY = 7.42 MtonZ = -0.01 MtonMX = -0.06 MTon-mMY = 0.47 MTon-mMZ = -14.87 MTon-m
Load 8X
Y
Z
Reacciones bajo cargas gravitacionales factorizadas
311
X = -4.03 MtonY = 10.57 MtonZ = 0.02 MtonMX = 0.09 MTon-mMY = 0.66 MTon-mMZ = 22.73 MTon-m
312
X = -4.24 MtonY = 11.10 MtonZ = 0.16 MtonMX = 0.07 MTon-mMY = 0.14 MTon-mMZ = 23.90 MTon-m
313
X = -4.24 MtonY = 11.40 MtonZ = 0.01 MtonMX = 0.01 MTon-mMY = -0.06 MTon-mMZ = 23.92 MTon-m
10
X = 4.01 MtonY = 9.48 MtonZ = 0.03 MtonMX = 0.08 MTon-mMY = -0.40 MTon-mMZ = -22.61 MTon-m
314 X = -4.34 MtonY = 11.33 MtonZ = -0.18 MtonMX = -0.08 MTon-mMY = 0.13 MTon-mMZ = 24.47 MTon-m
11
X = 4.25 MtonY = 9.98 MtonZ = 0.12 MtonMX = 0.03 MTon-mMY = -0.14 MTon-mMZ = -23.97 MTon-m
315
X = -4.00 MtonY = 10.67 MtonZ = -0.00 MtonMX = -0.07 MTon-mMY = -0.72 MTon-mMZ = 22.53 MTon-m
12
X = 4.26 MtonY = 10.17 MtonZ = 0.01 MtonMX = 0.01 MTon-mMY = 0.06 MTon-mMZ = -24.04 MTon-m
13X = 4.35 MtonY = 10.12 MtonZ = -0.14 MtonMX = -0.04 MTon-mMY = -0.12 MTon-mMZ = -24.54 MTon-m
14
X = 3.98 MtonY = 9.43 MtonZ = -0.01 MtonMX = -0.06 MTon-mMY = 0.43 MTon-mMZ = -22.41 MTon-m
Load 9X
Y
Z
Reacciones
REMIISA-cv
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Job No Sheet No Rev
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By Date Chd
File Date/Time
13
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 13 of 16STAAD.Pro for Windows 20.07.04.12
311
X = 0.16 MtonY = 0.20 MtonZ = -0.19 MtonMX = 0.07 MTon-mMY = -0.11 MTon-mMZ = -0.88 MTon-m
312
X = 0.18 MtonY = 0.57 MtonZ = 0.05 MtonMX = -0.01 MTon-mMY = -0.02 MTon-mMZ = -0.99 MTon-m
313
X = 0.20 MtonY = 0.36 MtonZ = -0.00 MtonMX = -0.00 MTon-mMY = 0.01 MTon-mMZ = -1.12 MTon-m
10
X = -0.16 MtonY = 0.20 MtonZ = -0.19 MtonMX = 0.07 MTon-mMY = 0.11 MTon-mMZ = 0.88 MTon-m
314 X = 0.18 MtonY = 0.56 MtonZ = -0.06 MtonMX = 0.02 MTon-mMY = -0.02 MTon-mMZ = -1.03 MTon-m
11
X = -0.18 MtonY = 0.57 MtonZ = 0.05 MtonMX = -0.01 MTon-mMY = 0.02 MTon-mMZ = 0.99 MTon-m
315
X = 0.15 MtonY = 0.20 MtonZ = 0.20 MtonMX = -0.08 MTon-mMY = 0.12 MTon-mMZ = -0.85 MTon-m
12
X = -0.20 MtonY = 0.36 MtonZ = -0.00 MtonMX = -0.00 MTon-mMY = -0.01 MTon-mMZ = 1.12 MTon-m
13X = -0.18 MtonY = 0.56 MtonZ = -0.06 MtonMX = 0.02 MTon-mMY = 0.02 MTon-mMZ = 1.03 MTon-m
14
X = -0.15 MtonY = 0.20 MtonZ = 0.20 MtonMX = -0.08 MTon-mMY = -0.12 MTon-mMZ = 0.85 MTon-m
Load 12X
Y
Z
Reacciones
311
X = -4.07 MtonY = 10.32 MtonZ = 0.02 MtonMX = 0.09 MTon-mMY = 0.59 MTon-mMZ = 22.95 MTon-m
312
X = -3.97 MtonY = 10.38 MtonZ = 0.09 MtonMX = 0.06 MTon-mMY = 0.15 MTon-mMZ = 22.39 MTon-m
313
X = -3.72 MtonY = 10.15 MtonZ = 0.01 MtonMX = 0.01 MTon-mMY = -0.06 MTon-mMZ = 20.94 MTon-m
10
X = 4.03 MtonY = 8.15 MtonZ = 0.04 MtonMX = 0.07 MTon-mMY = -0.08 MTon-mMZ = -22.71 MTon-m
314 X = -4.08 MtonY = 10.71 MtonZ = -0.11 MtonMX = -0.07 MTon-mMY = 0.12 MTon-mMZ = 23.02 MTon-m
11
X = 4.00 MtonY = 8.14 MtonZ = 0.02 MtonMX = -0.02 MTon-mMY = -0.15 MTon-mMZ = -22.52 MTon-m
315
X = -4.05 MtonY = 10.59 MtonZ = -0.01 MtonMX = -0.07 MTon-mMY = -0.69 MTon-mMZ = 22.85 MTon-m
12
X = 3.76 MtonY = 7.68 MtonZ = 0.00 MtonMX = 0.00 MTon-mMY = 0.07 MTon-mMZ = -21.17 MTon-m
13X = 4.11 MtonY = 8.29 MtonZ = -0.03 MtonMX = -0.00 MTon-mMY = -0.10 MTon-mMZ = -23.15 MTon-m
14
X = 4.01 MtonY = 8.11 MtonZ = -0.03 MtonMX = -0.06 MTon-mMY = 0.12 MTon-mMZ = -22.61 MTon-m
Load 13X
Y
Z
Reacciones
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Job No Sheet No Rev
Part
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File Date/Time
14
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 14 of 16STAAD.Pro for Windows 20.07.04.12
311
X = 0.57 MtonY = -0.85 MtonZ = -0.19 MtonMX = 0.07 MTon-mMY = -0.19 MTon-mMZ = -3.21 MTon-m
312
X = 0.65 MtonY = -0.56 MtonZ = 0.02 MtonMX = -0.02 MTon-mMY = -0.04 MTon-mMZ = -3.65 MTon-m
313
X = 0.70 MtonY = -0.88 MtonZ = -0.00 MtonMX = -0.00 MTon-mMY = 0.02 MTon-mMZ = -3.95 MTon-m
10
X = -0.57 MtonY = -0.85 MtonZ = -0.19 MtonMX = 0.07 MTon-mMY = 0.19 MTon-mMZ = 3.21 MTon-m
314 X = 0.67 MtonY = -0.59 MtonZ = -0.02 MtonMX = 0.03 MTon-mMY = -0.03 MTon-mMZ = -3.75 MTon-m
11
X = -0.65 MtonY = -0.56 MtonZ = 0.02 MtonMX = -0.02 MTon-mMY = 0.04 MTon-mMZ = 3.65 MTon-m
315
X = 0.56 MtonY = -0.84 MtonZ = 0.19 MtonMX = -0.08 MTon-mMY = 0.20 MTon-mMZ = -3.15 MTon-m
12
X = -0.70 MtonY = -0.88 MtonZ = -0.00 MtonMX = -0.00 MTon-mMY = -0.02 MTon-mMZ = 3.95 MTon-m
13X = -0.67 MtonY = -0.59 MtonZ = -0.02 MtonMX = 0.03 MTon-mMY = 0.03 MTon-mMZ = 3.75 MTon-m
14
X = -0.56 MtonY = -0.84 MtonZ = 0.19 MtonMX = -0.08 MTon-mMY = -0.20 MTon-mMZ = 3.15 MTon-m
Load 14X
Y
Z
Reacciones
311
X = -3.73 MtonY = 9.30 MtonZ = 0.02 MtonMX = 0.08 MTon-mMY = 0.54 MTon-mMZ = 21.05 MTon-m
312
X = -3.60 MtonY = 9.25 MtonZ = 0.08 MtonMX = 0.06 MTon-mMY = 0.15 MTon-mMZ = 20.29 MTon-m
313
X = -3.33 MtonY = 8.97 MtonZ = 0.00 MtonMX = 0.01 MTon-mMY = -0.06 MTon-mMZ = 18.74 MTon-m
10
X = 3.69 MtonY = 7.12 MtonZ = 0.04 MtonMX = 0.05 MTon-mMY = -0.03 MTon-mMZ = -20.81 MTon-m
314 X = -3.70 MtonY = 9.57 MtonZ = -0.10 MtonMX = -0.07 MTon-mMY = 0.12 MTon-mMZ = 20.88 MTon-m
11
X = 3.62 MtonY = 7.00 MtonZ = 0.01 MtonMX = -0.03 MTon-mMY = -0.14 MTon-mMZ = -20.42 MTon-m
315
X = -3.72 MtonY = 9.57 MtonZ = -0.00 MtonMX = -0.05 MTon-mMY = -0.64 MTon-mMZ = 20.97 MTon-m
12
X = 3.37 MtonY = 6.49 MtonZ = 0.00 MtonMX = 0.00 MTon-mMY = 0.06 MTon-mMZ = -18.97 MTon-m
13X = 3.73 MtonY = 7.15 MtonZ = -0.02 MtonMX = 0.00 MTon-mMY = -0.09 MTon-mMZ = -21.01 MTon-m
14
X = 3.68 MtonY = 7.09 MtonZ = -0.03 MtonMX = -0.05 MTon-mMY = 0.07 MTon-mMZ = -20.72 MTon-m
Load 19X
Y
Z
Reacciones
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15
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 15 of 16STAAD.Pro for Windows 20.07.04.12
311
X = 0.91 MtonY = -1.88 MtonZ = -0.20 MtonMX = 0.05 MTon-mMY = -0.24 MTon-mMZ = -5.11 MTon-m
312
X = 1.02 MtonY = -1.70 MtonZ = 0.01 MtonMX = -0.02 MTon-mMY = -0.05 MTon-mMZ = -5.75 MTon-m
313
X = 1.09 MtonY = -2.07 MtonZ = -0.00 MtonMX = -0.00 MTon-mMY = 0.02 MTon-mMZ = -6.15 MTon-m
10
X = -0.91 MtonY = -1.88 MtonZ = -0.20 MtonMX = 0.05 MTon-mMY = 0.24 MTon-mMZ = 5.11 MTon-m
314 X = 1.04 MtonY = -1.74 MtonZ = -0.01 MtonMX = 0.03 MTon-mMY = -0.04 MTon-mMZ = -5.88 MTon-m
11
X = -1.02 MtonY = -1.70 MtonZ = 0.01 MtonMX = -0.02 MTon-mMY = 0.05 MTon-mMZ = 5.75 MTon-m
315
X = 0.89 MtonY = -1.86 MtonZ = 0.20 MtonMX = -0.06 MTon-mMY = 0.25 MTon-mMZ = -5.03 MTon-m
12
X = -1.09 MtonY = -2.07 MtonZ = -0.00 MtonMX = -0.00 MTon-mMY = -0.02 MTon-mMZ = 6.15 MTon-m
13X = -1.04 MtonY = -1.74 MtonZ = -0.01 MtonMX = 0.03 MTon-mMY = 0.04 MTon-mMZ = 5.88 MTon-m
14
X = -0.89 MtonY = -1.86 MtonZ = 0.20 MtonMX = -0.06 MTon-mMY = -0.25 MTon-mMZ = 5.03 MTon-m
Load 20X
Y
Z
Reacciones
311
X = -2.93 MtonY = -2.81 MtonZ = -8.62 MtonMX = -2.44 MTon-mMY = 0.16 MTon-mMZ = 16.50 MTon-m
312
X = -3.03 MtonY = 9.07 MtonZ = -0.78 MtonMX = -2.70 MTon-mMY = 0.03 MTon-mMZ = 17.07 MTon-m
313
X = -3.08 MtonY = 3.56 MtonZ = -0.81 MtonMX = -2.77 MTon-mMY = -0.00 MTon-mMZ = 17.38 MTon-m
10
X = -0.90 MtonY = -2.81 MtonZ = -8.62 MtonMX = -2.44 MTon-mMY = -0.16 MTon-mMZ = 5.06 MTon-m
314 X = -3.05 MtonY = -1.87 MtonZ = -8.32 MtonMX = -2.75 MTon-mMY = 0.03 MTon-mMZ = 17.18 MTon-m
11
X = -0.80 MtonY = 9.07 MtonZ = -0.78 MtonMX = -2.70 MTon-mMY = -0.03 MTon-mMZ = 4.49 MTon-m
315
X = -2.92 MtonY = 8.59 MtonZ = -0.59 MtonMX = -2.26 MTon-mMY = -0.15 MTon-mMZ = 16.44 MTon-m
12
X = -0.74 MtonY = 3.56 MtonZ = -0.81 MtonMX = -2.77 MTon-mMY = 0.00 MTon-mMZ = 4.18 MTon-m
13X = -0.78 MtonY = -1.87 MtonZ = -8.32 MtonMX = -2.75 MTon-mMY = -0.03 MTon-mMZ = 4.37 MTon-m
14
X = -0.91 MtonY = 8.59 MtonZ = -0.59 MtonMX = -2.26 MTon-mMY = 0.15 MTon-mMZ = 5.12 MTon-m
Load 23X
Y
Z
Reacciones
REMIISA-cv
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Job No Sheet No Rev
Part
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By Date Chd
File Date/Time
16
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:33 Print Run 16 of 16STAAD.Pro for Windows 20.07.04.12
311
X = 2.81 MtonY = 6.02 MtonZ = 4.35 MtonMX = 1.31 MTon-mMY = 0.14 MTon-mMZ = -15.86 MTon-m
312
X = 2.70 MtonY = 0.58 MtonZ = 0.43 MtonMX = 1.37 MTon-mMY = 0.02 MTon-mMZ = -15.25 MTon-m
313
X = 2.65 MtonY = 3.55 MtonZ = 0.41 MtonMX = 1.39 MTon-mMY = -0.02 MTon-mMZ = -14.96 MTon-m
10
X = 4.84 MtonY = 6.02 MtonZ = 4.35 MtonMX = 1.31 MTon-mMY = -0.14 MTon-mMZ = -27.26 MTon-m
314 X = 2.69 MtonY = 6.09 MtonZ = 4.12 MtonMX = 1.35 MTon-mMY = 0.02 MTon-mMZ = -15.16 MTon-m
11
X = 4.94 MtonY = 0.58 MtonZ = 0.43 MtonMX = 1.37 MTon-mMY = -0.02 MTon-mMZ = -27.87 MTon-m
315
X = 2.82 MtonY = 0.30 MtonZ = 0.26 MtonMX = 1.05 MTon-mMY = -0.14 MTon-mMZ = -15.91 MTon-m
12
X = 5.00 MtonY = 3.55 MtonZ = 0.41 MtonMX = 1.39 MTon-mMY = 0.02 MTon-mMZ = -28.16 MTon-m
13X = 4.96 MtonY = 6.09 MtonZ = 4.12 MtonMX = 1.35 MTon-mMY = -0.02 MTon-mMZ = -27.96 MTon-m
14
X = 4.83 MtonY = 0.30 MtonZ = 0.26 MtonMX = 1.05 MTon-mMY = 0.14 MTon-mMZ = -27.21 MTon-m
Load 24X
Y
Z
Reacciones
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Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:58 Print Run 1 of 9STAAD.Pro for Windows 20.07.04.12
0.81m 29.00m
1.20m
1.69m1.69m
1.55m 1.26m
8.00m
Armaduras de azotea
Beam Maximum Forces by Section Property Axial Shear Torsion Bending
Section Max Fx
(Mton)Max Fy
(Mton)Max Fz
(Mton)Max Mx
(MTon-m)Max My
(MTon-m)Max Mz
(MTon-m)TUB25254 Max +ve 9.37 0.13 0.79 0.06 0.40 0.05
Max -ve -9.50 -0.11 -0.68 -0.06 -0.44 -0.05TUBE Max +ve 43.29 0.08 0.13 0.30 0.23 0.05
Max -ve -13.20 -0.10 -0.13 -0.28 -0.20 -0.08TUBE Max +ve 11.35 0.12 0.75 0.15 0.70 0.05
Max -ve -37.64 -0.10 -0.85 -0.17 -0.81 -0.05
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Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
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12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:58 Print Run 2 of 9STAAD.Pro for Windows 20.07.04.12
22.7 mm
15.8 mm
21.7 mm
15.5 mm
24.4 mm30.2 mm
21.4 mm
37.0 mm
29.3 mm
43.9 mm
37.3 mm
50.3 mm
44.8 mm
56.1 mm
51.6 mm
61.1 mm
57.5 mm
65.3 mm
62.5 mm
68.5 mm
66.5 mm
70.9 mm
69.5 mm
72.3 mm
71.5 mm
72.8 mm72.3 mm
72.6 mm
70.9 mm
72.6 mm
68.5 mm
71.5 mm
65.3 mm
69.5 mm
61.1 mm
66.5 mm
56.1 mm
62.5 mm
50.3 mm
57.5 mm
43.9 mm
51.6 mm
37.0 mm
44.8 mm
30.2 mm
37.3 mm
24.4 mm
29.3 mm
21.7 mm
21.4 mm
22.7 mm
15.5 mm
15.8 mm
armazotea* Displacements 100mm:1m 7 SERVICIO
37.8 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.9 mm
37.8 mm
37.9 mm
37.9 mm
armazotea* Displacements 100mm:1m 5 SISMOX
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Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
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12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:58 Print Run 3 of 9STAAD.Pro for Windows 20.07.04.12
19.6 mm
19.7 mm
19.6 mm
19.7 mm
19.6 mm19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.7 mm
19.6 mm
19.7 mm
19.6 mm
19.7 mm
19.6 mm
19.7 mm
19.7 mm
armazotea* Displacements 100mm:1m 6 SISMOZ
31.3 mm
21.8 mm
29.8 mm
21.3 mm
33.6 mm41.4 mm
29.4 mm
50.8 mm
40.2 mm
60.3 mm
51.3 mm
69.1 mm
61.6 mm
77.1 mm
70.9 mm
84.0 mm
79.0 mm
89.7 mm
85.9 mm
94.2 mm
91.4 mm
97.4 mm
95.5 mm
99.4 mm
98.3 mm
100.1 mm99.4 mm
99.7 mm
97.4 mm
99.7 mm
94.2 mm
98.3 mm
89.7 mm
95.5 mm
84.0 mm
91.4 mm
77.1 mm
85.9 mm
69.1 mm
79.0 mm
60.3 mm
70.9 mm
50.8 mm
61.6 mm
41.4 mm
51.3 mm
33.6 mm
40.2 mm
29.8 mm
29.4 mm
31.3 mm
21.3 mm
21.8 mm
armazotea* Displacements 100mm:1m 8 1.2M+1.6V
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Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:58 Print Run 4 of 9STAAD.Pro for Windows 20.07.04.12
20.1 mm
14.0 mm
19.2 mm
13.7 mm
21.6 mm26.7 mm
18.9 mm
32.7 mm
25.9 mm
38.8 mm
33.0 mm
44.5 mm
39.7 mm
49.7 mm
45.7 mm
54.1 mm
50.9 mm
57.8 mm
55.3 mm
60.7 mm
58.9 mm
62.8 mm
61.6 mm
64.1 mm
63.4 mm
64.5 mm64.1 mm
64.3 mm
62.8 mm
64.3 mm
60.7 mm
63.4 mm
57.8 mm
61.6 mm
54.1 mm
58.9 mm
49.7 mm
55.3 mm
44.5 mm
50.9 mm
38.8 mm
45.7 mm
32.7 mm
39.7 mm
26.7 mm
33.0 mm
21.6 mm
25.9 mm
19.2 mm
18.9 mm
20.1 mm
13.7 mm
14.0 mm
armazotea* Displacements 100mm:1m 10 1.2M+1.6V+0.8WZ
41.6 mm
28.8 mm
39.7 mm
28.3 mm
44.9 mm55.7 mm
39.4 mm
68.5 mm
54.3 mm
81.3 mm
69.2 mm
93.3 mm
83.2 mm
104.0 mm
95.7 mm
113.2 mm
106.6 mm
120.9 mm
115.7 mm
126.8 mm
123.0 mm
131.0 mm
128.4 mm
133.5 mm
132.0 mm
134.2 mm133.0 mm
133.6 mm
130.2 mm
133.4 mm
125.5 mm
131.3 mm
119.2 mm
127.3 mm
111.3 mm
121.4 mm
101.9 mm
113.7 mm
91.1 mm
104.3 mm
79.1 mm
93.2 mm
66.6 mm
80.7 mm
54.4 mm
66.8 mm
44.4 mm
52.2 mm
40.0 mm
38.3 mm
42.0 mm
28.6 mm
29.9 mm
armazotea* Displacements 100mm:1m 11 1.2M+0.5V+1.6WX
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Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:58 Print Run 5 of 9STAAD.Pro for Windows 20.07.04.12
49.4 mm
45.9 mm
48.3 mm
44.0 mm
47.4 mm47.1 mm
43.0 mm
47.3 mm
42.9 mm
47.9 mm
43.5 mm
48.8 mm
44.5 mm
49.8 mm
45.9 mm
50.8 mm
47.4 mm
51.7 mm
48.8 mm
52.4 mm
50.2 mm
52.9 mm
51.3 mm
53.1 mm
52.2 mm
53.0 mm52.6 mm
52.8 mm
51.8 mm
53.0 mm
50.6 mm
52.8 mm
49.1 mm
52.3 mm
47.2 mm
51.3 mm
45.0 mm
50.0 mm
42.5 mm
48.3 mm
39.6 mm
46.2 mm
36.6 mm
43.8 mm
33.5 mm
41.2 mm
30.5 mm
38.3 mm
27.9 mm
35.4 mm
26.3 mm
32.5 mm
29.8 mm
armazotea* Displacements 100mm:1m 21 0.9M+SX
9.0 mm
12.2 mm
10.8 mm
15.2 mm
14.5 mm18.5 mm
18.9 mm
22.6 mm
22.7 mm
26.3 mm
26.4 mm
29.7 mm
29.8 mm
32.8 mm
32.9 mm
35.3 mm
35.5 mm
37.5 mm
37.7 mm
39.2 mm
39.4 mm
40.5 mm
40.7 mm
41.3 mm
41.5 mm
41.6 mm41.6 mm
41.8 mm
41.2 mm
41.7 mm
40.3 mm
41.1 mm
39.2 mm
40.1 mm
37.7 mm
38.7 mm
36.1 mm
36.9 mm
34.3 mm
34.9 mm
32.5 mm
32.6 mm
30.9 mm
30.3 mm
29.8 mm
28.2 mm
29.4 mm
26.5 mm
29.9 mm
25.6 mm
30.9 mm
25.9 mm
27.5 mm
armazotea* Displacements 100mm:1m 25 0.9M-SZ
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22
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:58 Print Run 6 of 9STAAD.Pro for Windows 20.07.04.12
armazotea* Fx 5.09858Mton:1m 7 SERVICIO
armazotea* Fx 5.09858Mton:1m 9 1.2M+1.6V+0.8WX
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Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
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12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 21:58 Print Run 7 of 9STAAD.Pro for Windows 20.07.04.12
armazotea* Fx 5.09858Mton:1m 11 1.2M+0.5V+1.6WX
armazotea* Fx 5.09858Mton:1m 16 1.2M+SZ
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Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
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12-Feb-2013 18:49MercadoAltepexi.std
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armazotea* Fx 5.09858Mton:1m 19 0.9M+1.6VX
armazotea* Fx 5.09858Mton:1m 24 0.9M-SX
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Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
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12-Feb-2013 18:49MercadoAltepexi.std
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armazotea* Fx 5.09858Mton:1m 25 0.9M-SZ
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Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 12/02/2013 22:05 Print Run 1 of 3STAAD.Pro for Windows 20.07.04.12
Axial ForceLoad 7 : X
Y
Z
Whole Structure Fx 5.09858Mton:1m 7 SERVICIO
Axial ForceLoad 9 : X
Y
Z
Whole Structure Fx 5.09858Mton:1m 9 1.2M+1.6V+0.8WX
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Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
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Print Time/Date: 12/02/2013 22:05 Print Run 2 of 3STAAD.Pro for Windows 20.07.04.12
Axial ForceLoad 11 : X
Y
Z
Whole Structure Fx 5.09858Mton:1m 11 1.2M+0.5V+1.6WX
Axial ForceLoad 15 : X
Y
Z
Whole Structure Fx 5.09858Mton:1m 15 1.2M+SX
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Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
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Print Time/Date: 12/02/2013 22:05 Print Run 3 of 3STAAD.Pro for Windows 20.07.04.12
Axial ForceLoad 18 : X
Y
Z
Whole Structure Fx 5.09858Mton:1m 18 1.2M-SZ
Axial ForceLoad 19 : X
Y
Z
Whole Structure Fx 5.09858Mton:1m 19 0.9M+1.6VX
Beam Maximum Forces by Section Property Axial Shear Torsion Bending
Section Max Fx
(Mton)Max Fy
(Mton)Max Fz
(Mton)Max Mx
(MTon-m)Max My
(MTon-m)Max Mz
(MTon-m)Cir 0.02 Max +ve 1.13 0.01 0.00 0.00 0.00 0.02
Max -ve -0.82 -0.01 -0.00 -0.00 -0.00 -0.01Cir 0.04 Max +ve 9.79 0.00 0.00 0.00 0.00 0.00
Max -ve -9.79 0.00 0.00 0.00 0.00 0.00
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GC Gómez Ollivier SA de CV
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Print Time/Date: 12/02/2013 22:13 Print Run 1 of 4STAAD.Pro for Windows 20.07.04.12
707
708
70917
7101
2
3
XY
ZVigas laterales en nodo superior de columna
-0.97 Mton
-1.03 Mton
-0.95 Mton0.23 Mton
-1.18 Mton0.08 Mton
0.18 Mton
0.07 Mton
Axial ForceLoad 19 : XY
Zvlaterales* Fx 0.61183Mton:1m 19 0.9M+1.6VX
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Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
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2.83 Mton
-2.19 Mton
0.82 Mton2.83 Mton
3.84 Mton-2.19 Mton
0.82 Mton
3.84 Mton
Axial ForceLoad 23 : XY
Zvlaterales* Fx 0.61183Mton:1m 23 0.9M+SZ
Max: 0.41 Mton
Max: -0.41 MtonMax: 0.38 Mton
Max: -0.38 MtonMax: 0.37 Mton
Max: -0.38 Mton
Max: 0.41 Mton
Max: -0.41 MtonMax: 0.40 Mton
Max: -0.40 Mton
Max: 0.38 Mton
Max: -0.38 MtonMax: 0.37 Mton
Max: -0.38 MtonMax: 0.40 Mton
Max: -0.40 Mton
Shear YLoad 0 : Force - Mton
XY
Z
vlaterales* Fy 2Mton:1m 0 Envelope
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Max: 0.01 MtonMax: -0.01 Mton
Max: 0.00 MtonMax: -0.00 Mton
Max: 0.01 MtonMax: -0.00 MtonMax: 0.01 MtonMax: -0.01 Mton
Max: 0.00 MtonMax: -0.01 MtonMax: 0.00 MtonMax: -0.00 Mton
Max: 0.00 MtonMax: -0.01 Mton
Max: 0.01 MtonMax: -0.00 Mton
Shear ZLoad 0 : Force - Mton
XY
Z
vlaterales* Fz 2Mton:1m 0 Envelope
Max: 0.04 MTon-mMax: -0.06 MTon-m
Max: 0.01 MTon-mMax: -0.01 MTon-m
Max: 0.03 MTon-m
Max: -0.02 MTon-m
Max: 0.05 MTon-m
Max: -0.04 MTon-m
Max: 0.03 MTon-m
Max: -0.06 MTon-m
Max: 0.01 MTon-mMax: -0.01 MTon-m
Max: 0.02 MTon-m
Max: -0.02 MTon-m
Max: 0.05 MTon-mMax: -0.03 MTon-m
Bending YLoad 0 : Moment - MTon-m
XY
Z
vlaterales* My 0.00407886MTon-m:1m 0 Envelope
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Max: 1.28 MTon-m
Max: -1.08 MTon-m
Max: 1.10 MTon-mMax: -0.87 MTon-m
Max: 1.09 MTon-mMax: -0.88 MTon-m
Max: 1.28 MTon-m
Max: -1.08 MTon-m
Max: 1.21 MTon-mMax: -0.92 MTon-m
Max: 1.10 MTon-mMax: -0.87 MTon-m
Max: 1.09 MTon-mMax: -0.88 MTon-m
Max: 1.21 MTon-mMax: -0.92 MTon-m
Bending ZLoad 0 : Moment - MTon-m
XY
Z
vlaterales* Mz 0.305915MTon-m:1m 0 Envelope
Beam End Force SummaryThe signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam.
Axial Shear Torsion Bending
Beam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)Max Fx 3 3 6:SISMOZ 4.17 -0.24 -0.00 0.00 0.00 -0.92Min Fx 3 3 18:1.2M-SZ -4.60 0.40 0.00 -0.00 -0.01 1.12Max Fy 707 316 18:1.2M-SZ -3.52 0.41 0.00 -0.00 -0.02 1.28Min Fy 707 317 16:1.2M+SZ 2.73 -0.41 0.00 -0.00 0.02 1.15Max Fz 707 316 9:1.2M+1.6V+0 -1.27 0.17 0.01 -0.00 -0.06 0.28Min Fz 710 319 9:1.2M+1.6V+0 -1.46 0.14 -0.01 0.00 0.03 0.16Max Mx 710 319 8:1.2M+1.6V -1.03 0.15 -0.01 0.00 0.03 0.17Min Mx 3 3 8:1.2M+1.6V -1.03 0.15 0.01 -0.00 -0.03 0.17Max My 3 4 8:1.2M+1.6V -1.03 -0.17 0.01 -0.00 0.05 0.26Min My 710 320 9:1.2M+1.6V+0 -1.46 -0.17 -0.01 0.00 -0.06 0.29Max Mz 707 316 18:1.2M-SZ -3.52 0.41 0.00 -0.00 -0.02 1.28
Min Mz 707 316 6:SISMOZ 3.12 -0.25 0.00 0.00 -0.00 -1.08
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Print Time/Date: 13/02/2013 08:02 Print Run 1 of 5STAAD.Pro for Windows 20.07.04.12
716
717
343
718
344
67
719
68
345
720
69
346
72170
347
348
71
72
Load 1X
Y
Z
Montenes
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GC Gómez Ollivier SA de CV
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Print Time/Date: 13/02/2013 08:02 Print Run 2 of 5STAAD.Pro for Windows 20.07.04.12
0 Mton
0.09 Mton
0 Mton
-0.28 Mton
-0.01 Mton
0 Mton
-0.40 Mton
0.09 Mton
0 Mton
0.07 Mton
0.12 Mton
-0.01 Mton
0 Mton0.12 Mton
-0.03 Mton
0 Mton
0.10 Mton
0 Mton
Axial ForceLoad 8 : Force - Mton
XY
Z
montenes* Fx 0.2Mton:1m 8 1.2M+1.6V
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36
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:02 Print Run 3 of 5STAAD.Pro for Windows 20.07.04.12
Max: 0.07 Mton
Max: -0.19 Mton
Max: 0.46 Mton
Max: -0.31 Mton
Max: 0.07 Mton
Max: -0.26 Mton Max: 0.35 Mton
Max: -0.35 Mton
Max: 0.56 Mton
Max: -0.49 Mton
Max: 0.07 Mton
Max: -0.13 Mton
Max: 0.35 Mton
Max: -0.35 Mton
Max: 0.30 Mton
Max: -0.22 Mton
Max: 0.30 Mton
Max: -0.43 MtonMax: 0.31 Mton
Max: -0.46 Mton
Max: 0.26 Mton
Max: -0.26 Mton
Max: 0.35 Mton
Max: -0.38 Mton Max: 0.19 Mton
Max: -0.07 Mton
Max: 0.26 Mton
Max: -0.26 Mton
Max: 0.61 Mton
Max: -0.44 Mton
Max: 0.26 Mton
Max: -0.07 MtonMax: 0.22 Mton
Max: -0.30 Mton
Max: 0.13 Mton
Max: -0.07 Mton
Shear YLoad 0 : XY
Zmontenes* Fy 0.102009Mton:1m 0 Envelope
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37
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:02 Print Run 4 of 5STAAD.Pro for Windows 20.07.04.12
Max: 0.19 MTon-m
Max: -0.07 MTon-m
Max: 0.61 MTon-m
Max: -0.50 MTon-m
Max: 0.26 MTon-m
Max: -0.07 MTon-m
Max: 0.28 MTon-m
Max: -0.69 MTon-m
Max: 0.28 MTon-m
Max: -0.91 MTon-m
Max: 0.13 MTon-m
Max: -0.07 MTon-m
Max: 0.28 MTon-m
Max: -0.69 MTon-m
Max: 0.28 MTon-m
Max: -0.39 MTon-m
Max: 0.58 MTon-m
Max: -0.43 MTon-m
Max: 0.61 MTon-m
Max: -0.50 MTon-m
Max: 0.28 MTon-m
Max: -0.52 MTon-m
Max: 0.68 MTon-m
Max: -0.22 MTon-mMax: 0.19 MTon-m
Max: -0.07 MTon-m
Max: 0.28 MTon-m
Max: -0.52 MTon-m
Max: 0.73 MTon-m
Max: -0.67 MTon-m
Max: 0.26 MTon-m
Max: -0.07 MTon-m
Max: 0.29 MTon-m
Max: -0.39 MTon-mMax: 0.13 MTon-m
Max: -0.07 MTon-m
Bending ZLoad 0 : XY
Zmontenes* Mz 0.102009MTon-m:1m 0 Envelope
Beam End Force SummaryThe signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam.
Axial Shear Torsion Bending
Beam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)Max Fx 718 323 19:0.9M+1.6VX 0.57 0.25 -0.00 0.00 0.00 0.00Min Fx 719 324 8:1.2M+1.6V -0.40 0.26 -0.00 0.00 0.00 0.00Max Fy 347 159 13:1.2M+1.6WX -0.04 0.55 0.00 -0.00 -0.00 0.66Min Fy 720 326 9:1.2M+1.6V+0 0.19 -0.45 -0.00 -0.00 -0.00 0.61Max Fz 71 39 8:1.2M+1.6V 0.10 0.22 0.00 0.00 0.00 0.00Min Fz 68 36 8:1.2M+1.6V 0.09 0.30 -0.00 -0.00 0.00 0.28Max Mx 346 158 19:0.9M+1.6VX -0.03 0.27 0.00 0.00 -0.00 0.44Min Mx 347 159 9:1.2M+1.6V+0 -0.04 0.52 0.00 -0.00 -0.00 0.65Max My 68 36 8:1.2M+1.6V 0.09 0.30 -0.00 -0.00 0.00 0.28Min My 717 322 9:1.2M+1.6V+0 0.21 0.45 0.00 0.00 -0.00 0.60Max Mz 347 159 13:1.2M+1.6WX -0.04 0.55 0.00 -0.00 -0.00 0.66
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38
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:02 Print Run 5 of 5STAAD.Pro for Windows 20.07.04.12
Beam End Force Summary Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)Min Mz 71 40 19:0.9M+1.6VX -0.05 0.13 0.00 0.00 0.00 -0.24
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39
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 1 of 27STAAD.Pro for Windows 20.07.04.12
702
703
70412
70513
70614
15
16
Load 10X
Y
Z
Columnas
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40
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 2 of 27STAAD.Pro for Windows 20.07.04.12
6.82 Mton
7.46 Mton
7.62 Mton
8.26 Mton
8.06 Mton
8.70 Mton
6.82 Mton
7.46 Mton
7.72 Mton
8.36 Mton
7.62 Mton
8.26 Mton
6.78 Mton
7.42 Mton
8.06 Mton
8.70 Mton
7.72 Mton
8.36 Mton
6.78 Mton
7.42 Mton
Axial ForceLoad 8 : Force - Mton
XY
Z
Whole Structure Fx 6.1183Mton:1m 8 1.2M+1.6V
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41
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 3 of 27STAAD.Pro for Windows 20.07.04.12
Max: 2.67 Mton
Max: 3.00 Mton
Max: 3.17 MtonMax: -2.67 Mton
Max: 3.06 Mton
Max: -3.00 Mton
Max: 2.64 MtonMax: -3.17 Mton
Max: -3.06 Mton
Max: -2.64 Mton
Shear YLoad 8 : Force - Mton
XY
Z
Whole Structure Fy 0.917745Mton:1m 8 1.2M+1.6V
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42
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 4 of 27STAAD.Pro for Windows 20.07.04.12
Max: -0.08 MTon-m
Max: -0.05 MTon-m
Max: 0.02 MTon-m
Max: -0.08 MTon-m
Max: 0.05 MTon-mMax: -0.05 MTon-m
Max: 0.06 MTon-m
Max: 0.02 MTon-m
Max: 0.05 MTon-m
Max: 0.06 MTon-m
Bending YLoad 8 : Moment - MTon-m
XY
Z
Whole Structure My 7.13801MTon-m:1m 8 1.2M+1.6V
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43
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 5 of 27STAAD.Pro for Windows 20.07.04.12
Max: -15.06 MTon-m
Max: -16.91 MTon-m
Max: -17.85 MTon-mMax: 15.06 MTon-m
Max: -17.23 MTon-mMax: 16.91 MTon-m
Max: -14.87 MTon-mMax: 17.85 MTon-m
Max: 17.23 MTon-m
Max: 14.87 MTon-mBending ZLoad 8 :
Moment - MTon-mX
Y
Z
Whole Structure Mz 5.82255MTon-m:1m 8 1.2M+1.6V
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44
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 6 of 27STAAD.Pro for Windows 20.07.04.12
Max: 1e+003 kg/cm2Max: -991.8 kg/cm2
Max: 1e+003 kg/cm2Max: -1e+003 kg/cm2
Max: 1e+003 kg/cm2Max: -1e+003 kg/cm2Max: 1e+003 kg/cm2
Max: -991.8 kg/cm2
Max: 1e+003 kg/cm2Max: -1e+003 kg/cm2Max: 1e+003 kg/cm2
Max: -1e+003 kg/cm2
Max: 1e+003 kg/cm2Max: -978.1 kg/cm2Max: 1e+003 kg/cm2
Max: -1e+003 kg/cm2
Max: 1e+003 kg/cm2Max: -1e+003 kg/cm2
Max: 1e+003 kg/cm2Max: -978.1 kg/cm2
Beam StressLoad 8 : Stress - kg/cm2
XY
Z
Whole Structure Beam Stress 5e+007mm:m 8 1.2M+1.6V
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45
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 7 of 27STAAD.Pro for Windows 20.07.04.12
Max: 26.4 mm
Max: 29.6 mm
Max: 31.3 mmMax: 26.4 mm
Max: 30.2 mmMax: 29.6 mm
Max: 26.1 mmMax: 31.3 mm
Max: 30.2 mm
Max: 26.1 mm
DisplacementLoad 8 : Displacement - mm
XY
Z
Whole Structure Displacements 30mm:1m 8 1.2M+1.6V
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46
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 8 of 27STAAD.Pro for Windows 20.07.04.12
Max: 5.18 MtonMax: -2.81 Mton
Max: 5.31 MtonMax: -2.70 Mton
Max: 5.39 MtonMax: -2.65 MtonMax: 3.82 Mton
Max: -5.17 Mton
Max: 5.34 MtonMax: -2.69 MtonMax: 3.83 Mton
Max: -5.32 Mton
Max: 5.16 MtonMax: -2.82 MtonMax: 3.82 Mton
Max: -5.39 Mton
Max: 3.82 MtonMax: -5.34 Mton
Max: 3.82 MtonMax: -5.16 Mton
Shear YLoad 0 : Force - Mton
XY
Z
Whole Structure Fy 2.03943Mton:1m 0 Envelope
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47
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 9 of 27STAAD.Pro for Windows 20.07.04.12
Max: 0.65 Mton
Max: -0.68 Mton
Max: 0.80 Mton
Max: -0.81 Mton
Max: 0.81 Mton
Max: -0.81 Mton
Max: 0.65 Mton
Max: -0.68 Mton
Max: 0.81 Mton
Max: -0.80 Mton
Max: 0.80 Mton
Max: -0.81 Mton
Max: 0.59 MtonMax: -0.55 Mton
Max: 0.81 Mton
Max: -0.81 Mton
Max: 0.81 Mton
Max: -0.80 Mton
Max: 0.59 MtonMax: -0.55 Mton
Shear ZLoad 0 : Force - Mton
XY
Z
Whole Structure Fz 0.305919Mton:1m 0 Envelope
REMIISA-cv
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48
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 10 of 27STAAD.Pro for Windows 20.07.04.12
Max: 2.50 MTon-mMax: -2.58 MTon-m
Max: 2.72 MTon-mMax: -2.73 MTon-m
Max: 2.77 MTon-mMax: -2.77 MTon-m
Max: 2.50 MTon-mMax: -2.58 MTon-m
Max: 2.75 MTon-mMax: -2.72 MTon-m
Max: 2.72 MTon-mMax: -2.73 MTon-m
Max: 2.28 MTon-mMax: -2.15 MTon-m
Max: 2.77 MTon-mMax: -2.77 MTon-m
Max: 2.75 MTon-mMax: -2.72 MTon-m
Max: 2.28 MTon-mMax: -2.15 MTon-m
Bending YLoad 0 : Moment - MTon-m
XY
Z
Whole Structure My 1.52957MTon-m:1m 0 Envelope
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49
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 11 of 27STAAD.Pro for Windows 20.07.04.12
Max: 15.86 MTon-mMax: -29.17 MTon-m
Max: 15.25 MTon-mMax: -29.96 MTon-m
Max: 14.96 MTon-mMax: -30.36 MTon-m
Max: 29.17 MTon-mMax: -21.56 MTon-m
Max: 15.16 MTon-mMax: -30.10 MTon-m
Max: 29.97 MTon-mMax: -21.57 MTon-m
Max: 15.91 MTon-mMax: -29.10 MTon-m
Max: 30.36 MTon-mMax: -21.56 MTon-m
Max: 30.10 MTon-mMax: -21.56 MTon-m
Max: 29.09 MTon-mMax: -21.56 MTon-m
Bending ZLoad 0 : Moment - MTon-m
XY
Z
Whole Structure Mz 8.15773MTon-m:1m 0 Envelope
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50
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 12 of 27STAAD.Pro for Windows 20.07.04.12
Max: 19.3 mm
Max: 21.6 mm
Max: 22.7 mmMax: 19.3 mm
Max: 22.0 mmMax: 21.6 mm
Max: 19.0 mmMax: 22.7 mm
Max: 22.0 mm
Max: 19.0 mm
DisplacementLoad 7 : Displacement - mm
XY
Z
Whole Structure Displacements 30mm:1m 7 SERVICIO
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51
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 13 of 27STAAD.Pro for Windows 20.07.04.12
Max: 16.9 mm
Max: 19.1 mm
Max: 20.1 mmMax: 16.9 mm
Max: 19.4 mmMax: 19.1 mm
Max: 16.7 mmMax: 20.1 mm
Max: 19.4 mm
Max: 16.7 mm
DisplacementLoad 10 : Displacement - mm
XY
Z
Whole Structure Displacements 30mm:1m 10 1.2M+1.6V+0.8WZ
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52
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 14 of 27STAAD.Pro for Windows 20.07.04.12
Max: 1.5 mm
Max: 1.7 mm
Max: 2.0 mmMax: 1.5 mm
Max: 1.8 mmMax: 1.7 mm
Max: 1.5 mmMax: 2.0 mm
Max: 1.8 mm
Max: 1.5 mm
DisplacementLoad 12 : Displacement - mm
XY
Z
Whole Structure Displacements 30mm:1m 12 1.2M+0.5V+1.6WZ
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53
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 15 of 27STAAD.Pro for Windows 20.07.04.12
Max: 32.6 mm
Max: 33.9 mm
Max: 34.7 mmMax: 7.6 mm
Max: 34.2 mmMax: 6.5 mm
Max: 32.4 mmMax: 6.3 mm
Max: 6.5 mm
Max: 7.4 mm
DisplacementLoad 16 : Displacement - mm
XY
Z
Whole Structure Displacements 30mm:1m 16 1.2M+SZ
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54
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 16 of 27STAAD.Pro for Windows 20.07.04.12
Max: 36.9 mm
Max: 35.5 mm
Max: 32.8 mmMax: 36.4 mm
Max: 36.6 mmMax: 35.8 mm
Max: 36.7 mmMax: 33.2 mm
Max: 36.8 mm
Max: 36.3 mm
DisplacementLoad 19 : Displacement - mm
XY
Z
Whole Structure Displacements 30mm:1m 19 0.9M+1.6VX
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55
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 17 of 27STAAD.Pro for Windows 20.07.04.12
Max: 27.9 mm
Max: 26.8 mm
Max: 26.3 mmMax: 47.8 mm
Max: 26.7 mmMax: 48.9 mm
Max: 28.0 mmMax: 49.4 mm
Max: 49.0 mm
Max: 47.7 mm
DisplacementLoad 24 : Displacement - mm
XY
Z
Whole Structure Displacements 30mm:1m 24 0.9M-SX
Beam End Displacement SummaryDisplacements shown in italic indicate the presence of an offset
Beam Node L/C X
(mm)Y
(mm)Z
(mm)Resultant
(mm)Max X 718 324 21:0.9M+SX 45.8 -0.1 2.8 45.9Min X 72 41 17:1.2M-SX -45.9 -3.3 -2.8 46.1Max Y 345 158 20:0.9M+1.6VZ -0.1 34.0 0.1 34.0Min Y 346 159 9:1.2M+1.6V+0 0.3 -137.5 1.5 137.5Max Z 347 160 21:0.9M+SX 37.9 -31.5 3.0 49.4Min Z 71 40 25:0.9M-SZ -22.3 -8.5 -5.7 24.5
Max Rst 346 159 9:1.2M+1.6V+0 0.3 -137.5 1.5 137.5
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56
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 18 of 27STAAD.Pro for Windows 20.07.04.12
Beam End ForcesSign convention is as the action of the joint on the beam.
Axial Shear Torsion Bending
Beam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)67 35 7:SERVICIO 0.00 0.00 -0.00 0.00 0.00 -0.00
8:1.2M+1.6V 0.00 0.00 -0.00 0.00 0.00 -0.009:1.2M+1.6V+0 -0.00 -0.00 -0.00 0.00 0.00 -0.0012:1.2M+0.5V+ 0.00 0.00 -0.00 0.00 0.00 0.0013:1.2M+1.6WX -0.00 -0.00 -0.00 -0.00 0.00 -0.0014:1.2M+1.6WZ 0.00 -0.00 -0.00 0.00 0.00 0.0017:1.2M-SX -0.00 -0.00 0.00 -0.00 0.00 -0.0018:1.2M-SZ -0.00 -0.00 -0.00 -0.00 0.00 -0.0019:0.9M+1.6VX -0.00 -0.00 -0.00 -0.00 0.00 -0.0020:0.9M+1.6VZ 0.00 -0.00 -0.00 0.00 0.00 0.0021:0.9M+SX 0.00 0.00 -0.00 0.00 -0.00 -0.0025:0.9M-SZ -0.00 -0.00 -0.00 -0.00 0.00 -0.00
36 7:SERVICIO -0.00 0.09 0.00 -0.00 0.00 -0.098:1.2M+1.6V -0.00 0.13 0.00 -0.00 0.00 -0.139:1.2M+1.6V+0 0.00 0.08 0.00 -0.00 0.00 -0.0812:1.2M+0.5V+ -0.00 -0.03 0.00 -0.00 0.00 0.0313:1.2M+1.6WX 0.00 -0.04 0.00 0.00 0.00 0.0414:1.2M+1.6WZ -0.00 -0.06 0.00 -0.00 0.00 0.0617:1.2M-SX 0.00 0.05 -0.00 0.00 -0.00 -0.0518:1.2M-SZ 0.00 0.05 0.00 0.00 -0.00 -0.0519:0.9M+1.6VX 0.00 -0.05 0.00 0.00 0.00 0.0520:0.9M+1.6VZ -0.00 -0.07 0.00 -0.00 0.00 0.0721:0.9M+SX -0.00 0.04 0.00 -0.00 0.00 -0.0425:0.9M-SZ 0.00 0.04 0.00 0.00 -0.00 -0.04
68 36 7:SERVICIO 0.07 0.21 -0.00 -0.00 0.00 0.208:1.2M+1.6V 0.09 0.30 -0.00 -0.00 0.00 0.289:1.2M+1.6V+0 0.05 0.18 -0.00 -0.00 0.00 0.1212:1.2M+0.5V+ -0.03 -0.07 0.00 0.00 -0.00 -0.0713:1.2M+1.6WX -0.04 -0.10 -0.00 -0.00 0.00 -0.2114:1.2M+1.6WZ -0.05 -0.13 0.00 0.00 -0.00 -0.1217:1.2M-SX 0.04 0.12 -0.00 -0.00 0.00 0.1218:1.2M-SZ 0.04 0.12 -0.00 -0.00 0.00 0.1219:0.9M+1.6VX -0.05 -0.13 -0.00 -0.00 0.00 -0.2420:0.9M+1.6VZ -0.06 -0.16 0.00 0.00 -0.00 -0.1521:0.9M+SX 0.03 0.09 -0.00 -0.00 0.00 0.0925:0.9M-SZ 0.03 0.09 -0.00 -0.00 0.00 0.09
37 7:SERVICIO -0.07 0.16 0.00 0.00 0.00 0.008:1.2M+1.6V -0.09 0.22 0.00 0.00 0.00 0.009:1.2M+1.6V+0 -0.05 0.15 0.00 0.00 0.00 0.0012:1.2M+0.5V+ 0.03 -0.06 -0.00 0.00 0.00 0.0013:1.2M+1.6WX 0.04 -0.05 0.00 0.00 0.00 0.0014:1.2M+1.6WZ 0.05 -0.10 -0.00 0.00 0.00 0.0017:1.2M-SX -0.04 0.09 0.00 0.00 0.00 0.00
REMIISA-cv
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
57
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 19 of 27STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)18:1.2M-SZ -0.04 0.09 0.00 0.00 0.00 0.0019:0.9M+1.6VX 0.05 -0.07 0.00 0.00 0.00 0.0020:0.9M+1.6VZ 0.06 -0.12 -0.00 0.00 0.00 0.0021:0.9M+SX -0.03 0.07 0.00 0.00 0.00 0.0025:0.9M-SZ -0.03 0.07 0.00 0.00 0.00 0.00
69 37 7:SERVICIO 0.09 0.18 -0.00 0.00 0.00 0.008:1.2M+1.6V 0.12 0.26 -0.00 0.00 0.00 0.009:1.2M+1.6V+0 0.07 0.17 -0.00 0.00 0.00 0.0012:1.2M+0.5V+ -0.04 -0.07 0.00 0.00 0.00 0.0013:1.2M+1.6WX -0.06 -0.08 0.00 0.00 0.00 0.0014:1.2M+1.6WZ -0.06 -0.11 0.00 0.00 0.00 0.0017:1.2M-SX 0.05 0.11 -0.00 0.00 0.00 0.0018:1.2M-SZ 0.05 0.11 -0.00 0.00 0.00 0.0019:0.9M+1.6VX -0.07 -0.10 0.00 0.00 0.00 0.0020:0.9M+1.6VZ -0.08 -0.14 0.00 0.00 0.00 0.0021:0.9M+SX 0.04 0.08 -0.00 0.00 0.00 0.0025:0.9M-SZ 0.04 0.08 -0.00 0.00 0.00 0.00
38 7:SERVICIO -0.09 0.18 0.00 0.00 0.00 0.008:1.2M+1.6V -0.12 0.26 0.00 0.00 0.00 0.009:1.2M+1.6V+0 -0.07 0.17 0.00 0.00 0.00 0.0012:1.2M+0.5V+ 0.04 -0.07 -0.00 0.00 0.00 0.0013:1.2M+1.6WX 0.06 -0.08 -0.00 0.00 0.00 0.0014:1.2M+1.6WZ 0.06 -0.11 -0.00 0.00 0.00 0.0017:1.2M-SX -0.05 0.11 0.00 0.00 0.00 0.0018:1.2M-SZ -0.05 0.11 0.00 0.00 0.00 0.0019:0.9M+1.6VX 0.07 -0.10 -0.00 0.00 0.00 0.0020:0.9M+1.6VZ 0.08 -0.14 -0.00 0.00 0.00 0.0021:0.9M+SX -0.04 0.08 0.00 0.00 0.00 0.0025:0.9M-SZ -0.04 0.08 0.00 0.00 0.00 0.00
70 38 7:SERVICIO 0.09 0.18 0.00 0.00 0.00 0.008:1.2M+1.6V 0.12 0.26 0.00 0.00 0.00 0.009:1.2M+1.6V+0 0.07 0.17 -0.00 0.00 0.00 0.0012:1.2M+0.5V+ -0.04 -0.07 -0.00 0.00 0.00 0.0013:1.2M+1.6WX -0.05 -0.08 -0.00 0.00 0.00 0.0014:1.2M+1.6WZ -0.06 -0.11 -0.00 0.00 0.00 0.0017:1.2M-SX 0.05 0.11 0.00 0.00 0.00 0.0018:1.2M-SZ 0.05 0.11 0.00 0.00 0.00 0.0019:0.9M+1.6VX -0.07 -0.10 -0.00 0.00 0.00 0.0020:0.9M+1.6VZ -0.08 -0.14 -0.00 0.00 0.00 0.0021:0.9M+SX 0.04 0.08 0.00 0.00 0.00 0.0025:0.9M-SZ 0.04 0.08 0.00 0.00 0.00 0.00
39 7:SERVICIO -0.09 0.18 -0.00 0.00 0.00 0.008:1.2M+1.6V -0.12 0.26 -0.00 0.00 0.00 0.009:1.2M+1.6V+0 -0.07 0.17 0.00 0.00 0.00 0.00
REMIISA-cv
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
58
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 20 of 27STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)12:1.2M+0.5V+ 0.04 -0.07 0.00 0.00 0.00 0.0013:1.2M+1.6WX 0.05 -0.08 0.00 0.00 0.00 0.0014:1.2M+1.6WZ 0.06 -0.11 0.00 0.00 0.00 0.0017:1.2M-SX -0.05 0.11 -0.00 0.00 0.00 0.0018:1.2M-SZ -0.05 0.11 -0.00 0.00 0.00 0.0019:0.9M+1.6VX 0.07 -0.10 0.00 0.00 0.00 0.0020:0.9M+1.6VZ 0.08 -0.14 0.00 0.00 0.00 0.0021:0.9M+SX -0.04 0.08 -0.00 0.00 0.00 0.0025:0.9M-SZ -0.04 0.08 -0.00 0.00 0.00 0.00
71 39 7:SERVICIO 0.07 0.16 0.00 0.00 0.00 0.008:1.2M+1.6V 0.10 0.22 0.00 0.00 0.00 0.009:1.2M+1.6V+0 0.06 0.15 0.00 0.00 0.00 0.0012:1.2M+0.5V+ -0.03 -0.06 -0.00 0.00 0.00 0.0013:1.2M+1.6WX -0.04 -0.05 0.00 0.00 0.00 0.0014:1.2M+1.6WZ -0.05 -0.10 -0.00 0.00 0.00 0.0017:1.2M-SX 0.04 0.09 0.00 0.00 0.00 0.0018:1.2M-SZ 0.04 0.09 0.00 0.00 0.00 0.0019:0.9M+1.6VX -0.05 -0.07 0.00 0.00 0.00 0.0020:0.9M+1.6VZ -0.06 -0.12 -0.00 0.00 0.00 0.0021:0.9M+SX 0.03 0.07 0.00 0.00 0.00 0.0025:0.9M-SZ 0.03 0.07 0.00 0.00 0.00 0.00
40 7:SERVICIO -0.07 0.21 -0.00 -0.00 -0.00 -0.208:1.2M+1.6V -0.10 0.30 -0.00 -0.00 -0.00 -0.299:1.2M+1.6V+0 -0.06 0.18 -0.00 -0.00 -0.00 -0.1212:1.2M+0.5V+ 0.03 -0.07 0.00 0.00 0.00 0.0713:1.2M+1.6WX 0.04 -0.10 -0.00 -0.00 -0.00 0.2214:1.2M+1.6WZ 0.05 -0.13 0.00 0.00 0.00 0.1317:1.2M-SX -0.04 0.12 -0.00 -0.00 -0.00 -0.1118:1.2M-SZ -0.04 0.12 -0.00 -0.00 -0.00 -0.1119:0.9M+1.6VX 0.05 -0.13 -0.00 -0.00 -0.00 0.2420:0.9M+1.6VZ 0.06 -0.16 0.00 0.00 0.00 0.1621:0.9M+SX -0.03 0.09 -0.00 -0.00 -0.00 -0.0925:0.9M-SZ -0.03 0.09 -0.00 -0.00 -0.00 -0.08
72 40 7:SERVICIO 0.00 0.09 -0.00 -0.00 0.00 0.098:1.2M+1.6V 0.00 0.13 -0.00 -0.00 0.00 0.139:1.2M+1.6V+0 0.00 0.08 -0.00 -0.00 0.00 0.0812:1.2M+0.5V+ 0.00 -0.03 -0.00 -0.00 0.00 -0.0313:1.2M+1.6WX 0.00 -0.04 0.00 0.00 0.00 -0.0414:1.2M+1.6WZ 0.00 -0.06 -0.00 -0.00 0.00 -0.0617:1.2M-SX -0.00 0.05 -0.00 0.00 -0.00 0.0518:1.2M-SZ -0.00 0.05 -0.00 0.00 -0.00 0.0519:0.9M+1.6VX 0.00 -0.05 0.00 0.00 0.00 -0.0520:0.9M+1.6VZ 0.00 -0.07 -0.00 -0.00 0.00 -0.0721:0.9M+SX 0.00 0.04 0.00 -0.00 0.00 0.04
REMIISA-cv
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
59
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 21 of 27STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)25:0.9M-SZ -0.00 0.04 -0.00 0.00 -0.00 0.04
41 7:SERVICIO -0.00 0.00 0.00 0.00 0.00 0.008:1.2M+1.6V -0.00 0.00 0.00 0.00 0.00 0.009:1.2M+1.6V+0 -0.00 -0.00 0.00 0.00 -0.00 0.0012:1.2M+0.5V+ -0.00 0.00 0.00 0.00 -0.00 -0.0013:1.2M+1.6WX -0.00 -0.00 -0.00 -0.00 -0.00 0.0014:1.2M+1.6WZ -0.00 0.00 0.00 0.00 -0.00 -0.0017:1.2M-SX 0.00 -0.00 0.00 -0.00 0.00 0.0018:1.2M-SZ 0.00 0.00 0.00 -0.00 0.00 -0.0019:0.9M+1.6VX -0.00 -0.00 -0.00 -0.00 -0.00 0.0020:0.9M+1.6VZ -0.00 0.00 0.00 0.00 -0.00 -0.0021:0.9M+SX -0.00 0.00 -0.00 0.00 -0.00 -0.0025:0.9M-SZ 0.00 0.00 0.00 -0.00 0.00 -0.00
343 155 7:SERVICIO 0.00 0.00 0.00 0.00 -0.00 -0.008:1.2M+1.6V 0.00 0.00 0.00 0.00 -0.00 -0.009:1.2M+1.6V+0 0.00 -0.00 0.00 0.00 -0.00 -0.0012:1.2M+0.5V+ -0.00 0.00 0.00 0.00 -0.00 -0.0013:1.2M+1.6WX 0.00 -0.00 -0.00 0.00 0.00 -0.0014:1.2M+1.6WZ -0.00 0.00 0.00 0.00 -0.00 -0.0017:1.2M-SX 0.00 0.00 0.00 0.00 -0.00 -0.0018:1.2M-SZ -0.00 0.00 -0.00 0.00 -0.00 -0.0019:0.9M+1.6VX 0.00 -0.00 -0.00 0.00 0.00 -0.0020:0.9M+1.6VZ -0.00 0.00 0.00 0.00 -0.00 -0.0021:0.9M+SX -0.00 0.00 -0.00 0.00 0.00 -0.0025:0.9M-SZ -0.00 0.00 -0.00 0.00 -0.00 -0.00
156 7:SERVICIO -0.00 0.09 -0.00 -0.00 0.00 -0.098:1.2M+1.6V -0.00 0.13 -0.00 -0.00 0.00 -0.139:1.2M+1.6V+0 -0.00 0.22 -0.00 -0.00 0.00 -0.2212:1.2M+0.5V+ 0.00 -0.03 -0.00 -0.00 0.00 0.0313:1.2M+1.6WX -0.00 0.24 0.00 -0.00 0.00 -0.2414:1.2M+1.6WZ 0.00 -0.06 -0.00 -0.00 0.00 0.0617:1.2M-SX -0.00 0.05 -0.00 -0.00 0.00 -0.0518:1.2M-SZ 0.00 0.05 0.00 -0.00 0.00 -0.0519:0.9M+1.6VX -0.00 0.22 0.00 -0.00 0.00 -0.2220:0.9M+1.6VZ 0.00 -0.07 -0.00 -0.00 0.00 0.0721:0.9M+SX 0.00 0.04 0.00 -0.00 -0.00 -0.0425:0.9M-SZ 0.00 0.04 0.00 -0.00 0.00 -0.04
344 156 7:SERVICIO -0.01 0.20 -0.00 -0.00 0.00 0.108:1.2M+1.6V -0.01 0.28 -0.00 -0.00 0.00 0.149:1.2M+1.6V+0 -0.01 0.47 -0.00 -0.00 0.00 0.2412:1.2M+0.5V+ 0.22 -0.07 0.00 0.00 -0.00 -0.0413:1.2M+1.6WX -0.01 0.51 -0.00 -0.00 0.00 0.2614:1.2M+1.6WZ 0.22 -0.12 0.00 0.00 -0.00 -0.0617:1.2M-SX -0.00 0.11 -0.00 -0.00 0.00 0.06
REMIISA-cv
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
60
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 22 of 27STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)18:1.2M-SZ -0.00 0.11 -0.00 -0.00 0.00 0.0619:0.9M+1.6VX -0.01 0.48 -0.00 -0.00 0.00 0.2420:0.9M+1.6VZ 0.22 -0.15 0.00 0.00 -0.00 -0.0821:0.9M+SX -0.00 0.09 -0.00 -0.00 0.00 0.0425:0.9M-SZ -0.00 0.09 -0.00 -0.00 0.00 0.04
157 7:SERVICIO 0.01 0.17 0.00 0.00 0.00 0.008:1.2M+1.6V 0.01 0.24 0.00 0.00 0.00 0.009:1.2M+1.6V+0 0.01 0.41 0.00 0.00 0.00 0.0012:1.2M+0.5V+ -0.22 -0.06 -0.00 0.00 0.00 0.0013:1.2M+1.6WX 0.01 0.44 0.00 0.00 0.00 0.0014:1.2M+1.6WZ -0.22 -0.11 -0.00 0.00 0.00 0.0017:1.2M-SX 0.00 0.10 0.00 0.00 0.00 0.0018:1.2M-SZ 0.00 0.10 0.00 0.00 0.00 0.0019:0.9M+1.6VX 0.01 0.42 0.00 0.00 0.00 0.0020:0.9M+1.6VZ -0.22 -0.13 -0.00 0.00 0.00 0.0021:0.9M+SX 0.00 0.07 0.00 0.00 0.00 0.0025:0.9M-SZ 0.00 0.07 0.00 0.00 0.00 0.00
345 157 7:SERVICIO -0.00 0.15 -0.00 0.00 0.00 0.048:1.2M+1.6V -0.00 0.22 -0.00 0.00 0.00 0.059:1.2M+1.6V+0 -0.01 0.30 -0.00 0.00 0.00 0.0712:1.2M+0.5V+ 0.07 -0.05 0.00 -0.00 -0.00 -0.0113:1.2M+1.6WX -0.01 0.26 0.00 -0.00 0.00 0.0514:1.2M+1.6WZ 0.07 -0.09 0.00 -0.00 -0.00 -0.0217:1.2M-SX 0.00 0.09 -0.00 0.00 0.00 0.0218:1.2M-SZ 0.00 0.09 -0.00 0.00 0.00 0.0219:0.9M+1.6VX -0.01 0.24 0.00 -0.00 0.00 0.0520:0.9M+1.6VZ 0.07 -0.12 0.00 -0.00 -0.00 -0.0321:0.9M+SX -0.00 0.07 -0.00 0.00 0.00 0.0225:0.9M-SZ 0.00 0.07 -0.00 0.00 0.00 0.02
158 7:SERVICIO 0.00 0.22 0.00 -0.00 -0.00 -0.298:1.2M+1.6V 0.00 0.30 0.00 -0.00 -0.00 -0.409:1.2M+1.6V+0 0.01 0.43 0.00 -0.00 -0.00 -0.5812:1.2M+0.5V+ -0.07 -0.08 -0.00 0.00 -0.00 0.1013:1.2M+1.6WX 0.01 0.37 -0.00 0.00 -0.00 -0.5114:1.2M+1.6WZ -0.07 -0.13 -0.00 0.00 -0.00 0.1817:1.2M-SX -0.00 0.12 0.00 -0.00 -0.00 -0.1618:1.2M-SZ -0.00 0.12 0.00 -0.00 -0.00 -0.1619:0.9M+1.6VX 0.01 0.34 -0.00 0.00 -0.00 -0.4720:0.9M+1.6VZ -0.07 -0.16 -0.00 0.00 -0.00 0.2221:0.9M+SX 0.00 0.09 0.00 -0.00 -0.00 -0.1225:0.9M-SZ -0.00 0.09 0.00 -0.00 -0.00 -0.12
346 158 7:SERVICIO -0.01 0.18 0.00 -0.00 -0.00 0.278:1.2M+1.6V -0.01 0.26 0.00 -0.00 -0.00 0.389:1.2M+1.6V+0 -0.03 0.35 0.00 0.00 -0.00 0.55
REMIISA-cv
Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
61
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 23 of 27STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)12:1.2M+0.5V+ 0.05 -0.07 -0.00 0.00 0.00 -0.1013:1.2M+1.6WX -0.03 0.30 0.00 0.00 -0.00 0.4814:1.2M+1.6WZ 0.05 -0.11 -0.00 0.00 0.00 -0.1717:1.2M-SX -0.01 0.11 0.00 -0.00 -0.00 0.1618:1.2M-SZ -0.00 0.11 0.00 -0.00 -0.00 0.1619:0.9M+1.6VX -0.03 0.27 0.00 0.00 -0.00 0.4420:0.9M+1.6VZ 0.05 -0.14 -0.00 0.00 0.00 -0.2121:0.9M+SX -0.01 0.08 0.00 -0.00 -0.00 0.1225:0.9M-SZ -0.00 0.08 0.00 -0.00 -0.00 0.12
159 7:SERVICIO 0.01 0.19 -0.00 0.00 -0.00 -0.288:1.2M+1.6V 0.01 0.26 -0.00 0.00 -0.00 -0.409:1.2M+1.6V+0 0.03 0.37 -0.00 -0.00 -0.00 -0.6212:1.2M+0.5V+ -0.05 -0.07 0.00 -0.00 -0.00 0.1013:1.2M+1.6WX 0.03 0.33 -0.00 -0.00 -0.00 -0.6114:1.2M+1.6WZ -0.05 -0.11 0.00 -0.00 0.00 0.1817:1.2M-SX 0.01 0.11 -0.00 0.00 -0.00 -0.1618:1.2M-SZ 0.00 0.11 -0.00 0.00 -0.00 -0.1619:0.9M+1.6VX 0.03 0.30 -0.00 -0.00 -0.00 -0.5720:0.9M+1.6VZ -0.05 -0.14 0.00 -0.00 0.00 0.2221:0.9M+SX 0.01 0.08 -0.00 0.00 -0.00 -0.1225:0.9M-SZ 0.00 0.08 -0.00 0.00 -0.00 -0.12
347 159 7:SERVICIO -0.02 0.22 0.00 -0.00 -0.00 0.298:1.2M+1.6V -0.03 0.31 0.00 -0.00 -0.00 0.419:1.2M+1.6V+0 -0.04 0.52 0.00 -0.00 -0.00 0.6512:1.2M+0.5V+ 0.20 -0.08 -0.00 0.00 0.00 -0.1113:1.2M+1.6WX -0.04 0.55 0.00 -0.00 -0.00 0.6614:1.2M+1.6WZ 0.20 -0.14 -0.00 0.00 0.00 -0.1817:1.2M-SX -0.01 0.13 0.00 -0.00 -0.00 0.1718:1.2M-SZ -0.01 0.13 0.00 -0.00 -0.00 0.1719:0.9M+1.6VX -0.04 0.52 0.00 -0.00 -0.00 0.6120:0.9M+1.6VZ 0.21 -0.17 -0.00 0.00 0.00 -0.2221:0.9M+SX -0.01 0.09 0.00 -0.00 -0.00 0.1225:0.9M-SZ -0.01 0.09 0.00 -0.00 -0.00 0.12
160 7:SERVICIO 0.02 0.15 -0.00 0.00 -0.00 -0.018:1.2M+1.6V 0.03 0.21 -0.00 0.00 -0.00 -0.029:1.2M+1.6V+0 0.04 0.37 -0.00 0.00 -0.00 -0.0512:1.2M+0.5V+ -0.20 -0.05 0.00 -0.00 0.00 0.0013:1.2M+1.6WX 0.04 0.40 -0.00 0.00 -0.00 -0.0614:1.2M+1.6WZ -0.20 -0.09 0.00 -0.00 0.00 0.0117:1.2M-SX 0.01 0.09 -0.00 0.00 -0.00 -0.0118:1.2M-SZ 0.01 0.09 -0.00 0.00 -0.00 -0.0119:0.9M+1.6VX 0.04 0.38 -0.00 0.00 -0.00 -0.0620:0.9M+1.6VZ -0.21 -0.11 0.00 -0.00 0.00 0.0121:0.9M+SX 0.01 0.07 -0.00 0.00 -0.00 -0.01
REMIISA-cv
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62
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 24 of 27STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)25:0.9M-SZ 0.01 0.07 -0.00 0.00 -0.00 -0.01
348 160 7:SERVICIO 0.00 0.09 0.00 0.00 -0.00 0.098:1.2M+1.6V -0.00 0.13 0.00 0.00 -0.00 0.139:1.2M+1.6V+0 0.00 0.22 0.00 0.00 -0.00 0.2212:1.2M+0.5V+ 0.00 -0.03 0.00 0.00 -0.00 -0.0313:1.2M+1.6WX 0.00 0.24 0.00 -0.00 -0.00 0.2414:1.2M+1.6WZ 0.00 -0.06 0.00 0.00 -0.00 -0.0617:1.2M-SX -0.00 0.05 0.00 -0.00 -0.00 0.0518:1.2M-SZ 0.00 0.05 0.00 -0.00 -0.00 0.0519:0.9M+1.6VX 0.00 0.22 0.00 -0.00 -0.00 0.2220:0.9M+1.6VZ 0.00 -0.07 0.00 0.00 -0.00 -0.0721:0.9M+SX 0.00 0.04 -0.00 0.00 0.00 0.0425:0.9M-SZ 0.00 0.04 0.00 -0.00 -0.00 0.04
161 7:SERVICIO 0.00 -0.00 -0.00 -0.00 0.00 0.008:1.2M+1.6V 0.00 0.00 -0.00 -0.00 0.00 0.009:1.2M+1.6V+0 -0.00 0.00 -0.00 -0.00 0.00 -0.0012:1.2M+0.5V+ -0.00 -0.00 -0.00 -0.00 -0.00 0.0013:1.2M+1.6WX -0.00 0.00 -0.00 0.00 0.00 -0.0014:1.2M+1.6WZ -0.00 -0.00 -0.00 -0.00 -0.00 0.0017:1.2M-SX 0.00 -0.00 -0.00 0.00 -0.00 0.0018:1.2M-SZ -0.00 -0.00 -0.00 0.00 -0.00 0.0019:0.9M+1.6VX -0.00 0.00 -0.00 0.00 0.00 -0.0020:0.9M+1.6VZ -0.00 -0.00 -0.00 -0.00 -0.00 0.0021:0.9M+SX -0.00 -0.00 0.00 -0.00 0.00 0.0025:0.9M-SZ -0.00 -0.00 -0.00 0.00 -0.00 0.00
716 321 7:SERVICIO -0.00 0.00 -0.00 0.00 0.00 -0.008:1.2M+1.6V -0.00 0.00 -0.00 0.00 0.00 -0.009:1.2M+1.6V+0 -0.00 0.00 -0.00 -0.00 0.00 0.0012:1.2M+0.5V+ 0.00 0.00 -0.00 -0.00 0.00 -0.0013:1.2M+1.6WX -0.00 -0.00 -0.00 -0.00 -0.00 0.0014:1.2M+1.6WZ 0.00 0.00 -0.00 -0.00 0.00 -0.0017:1.2M-SX 0.00 -0.00 0.00 0.00 -0.00 -0.0018:1.2M-SZ 0.00 -0.00 0.00 0.00 -0.00 -0.0019:0.9M+1.6VX -0.00 -0.00 -0.00 -0.00 -0.00 0.0020:0.9M+1.6VZ 0.00 0.00 -0.00 -0.00 0.00 -0.0021:0.9M+SX -0.00 0.00 -0.00 -0.00 0.00 -0.0025:0.9M-SZ 0.00 0.00 0.00 0.00 -0.00 0.00
322 7:SERVICIO 0.00 0.09 0.00 -0.00 0.00 -0.098:1.2M+1.6V 0.00 0.13 0.00 -0.00 0.00 -0.139:1.2M+1.6V+0 0.00 0.19 0.00 0.00 0.00 -0.1912:1.2M+0.5V+ -0.00 -0.03 0.00 0.00 0.00 0.0313:1.2M+1.6WX 0.00 0.17 0.00 0.00 0.00 -0.1714:1.2M+1.6WZ -0.00 -0.06 0.00 0.00 0.00 0.0617:1.2M-SX -0.00 0.05 -0.00 -0.00 0.00 -0.05
REMIISA-cv
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Job Title
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Job No Sheet No Rev
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File Date/Time
63
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 25 of 27STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)18:1.2M-SZ -0.00 0.05 -0.00 -0.00 0.00 -0.0519:0.9M+1.6VX 0.00 0.16 0.00 0.00 0.00 -0.1620:0.9M+1.6VZ -0.00 -0.07 0.00 0.00 0.00 0.0721:0.9M+SX 0.00 0.04 0.00 0.00 0.00 -0.0425:0.9M-SZ -0.00 0.04 -0.00 -0.00 0.00 -0.04
717 322 7:SERVICIO 0.06 0.22 0.00 0.00 -0.00 0.298:1.2M+1.6V 0.09 0.31 0.00 0.00 -0.00 0.429:1.2M+1.6V+0 0.21 0.45 0.00 0.00 -0.00 0.6012:1.2M+0.5V+ -0.05 -0.08 -0.00 -0.00 0.00 -0.1113:1.2M+1.6WX 0.25 0.40 0.00 0.00 -0.00 0.5314:1.2M+1.6WZ -0.07 -0.14 -0.00 -0.00 0.00 -0.1817:1.2M-SX 0.00 0.13 0.00 0.00 -0.00 0.1718:1.2M-SZ -0.01 0.13 0.00 0.00 -0.00 0.1719:0.9M+1.6VX 0.25 0.37 0.00 0.00 -0.00 0.4920:0.9M+1.6VZ -0.08 -0.17 -0.00 -0.00 0.00 -0.2321:0.9M+SX 0.04 0.10 0.00 0.00 -0.00 0.1325:0.9M-SZ -0.02 0.10 0.00 0.00 -0.00 0.13
323 7:SERVICIO -0.06 0.15 -0.00 0.00 0.00 0.008:1.2M+1.6V -0.09 0.21 -0.00 0.00 0.00 0.009:1.2M+1.6V+0 -0.21 0.30 -0.00 0.00 0.00 0.0012:1.2M+0.5V+ 0.05 -0.05 0.00 0.00 0.00 0.0013:1.2M+1.6WX -0.25 0.27 -0.00 0.00 0.00 0.0014:1.2M+1.6WZ 0.07 -0.09 0.00 0.00 0.00 0.0017:1.2M-SX -0.00 0.09 -0.00 0.00 0.00 0.0018:1.2M-SZ 0.01 0.09 -0.00 0.00 0.00 0.0019:0.9M+1.6VX -0.25 0.25 -0.00 0.00 0.00 0.0020:0.9M+1.6VZ 0.08 -0.11 0.00 0.00 0.00 0.0021:0.9M+SX -0.04 0.06 -0.00 0.00 0.00 0.0025:0.9M-SZ 0.02 0.06 -0.00 0.00 0.00 0.00
718 323 7:SERVICIO -0.20 0.18 0.00 0.00 0.00 0.008:1.2M+1.6V -0.28 0.26 0.00 0.00 0.00 0.009:1.2M+1.6V+0 0.06 0.35 0.00 0.00 0.00 0.0012:1.2M+0.5V+ 0.06 -0.07 -0.00 0.00 0.00 0.0013:1.2M+1.6WX 0.54 0.28 -0.00 0.00 0.00 0.0014:1.2M+1.6WZ 0.10 -0.11 -0.00 0.00 0.00 0.0017:1.2M-SX -0.14 0.11 0.00 0.00 0.00 0.0018:1.2M-SZ -0.15 0.11 0.00 0.00 0.00 0.0019:0.9M+1.6VX 0.57 0.25 -0.00 0.00 0.00 0.0020:0.9M+1.6VZ 0.13 -0.14 -0.00 0.00 0.00 0.0021:0.9M+SX -0.09 0.08 0.00 0.00 0.00 0.0025:0.9M-SZ -0.12 0.08 0.00 0.00 0.00 0.00
324 7:SERVICIO 0.20 0.18 -0.00 0.00 0.00 0.008:1.2M+1.6V 0.28 0.26 -0.00 0.00 0.00 0.009:1.2M+1.6V+0 -0.06 0.35 -0.00 0.00 0.00 0.00
REMIISA-cv
Software licensed to
Job Title
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Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
64
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 26 of 27STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)12:1.2M+0.5V+ -0.06 -0.07 0.00 0.00 0.00 0.0013:1.2M+1.6WX -0.54 0.28 0.00 0.00 0.00 0.0014:1.2M+1.6WZ -0.10 -0.11 0.00 0.00 0.00 0.0017:1.2M-SX 0.14 0.11 -0.00 0.00 0.00 0.0018:1.2M-SZ 0.15 0.11 -0.00 0.00 0.00 0.0019:0.9M+1.6VX -0.57 0.25 0.00 0.00 0.00 0.0020:0.9M+1.6VZ -0.13 -0.14 0.00 0.00 0.00 0.0021:0.9M+SX 0.09 0.08 -0.00 0.00 0.00 0.0025:0.9M-SZ 0.12 0.08 -0.00 0.00 0.00 0.00
719 324 7:SERVICIO -0.29 0.18 -0.00 0.00 0.00 0.008:1.2M+1.6V -0.40 0.26 -0.00 0.00 0.00 0.009:1.2M+1.6V+0 -0.14 0.35 0.00 0.00 0.00 0.0012:1.2M+0.5V+ 0.08 -0.07 0.00 0.00 0.00 0.0013:1.2M+1.6WX 0.34 0.28 0.00 0.00 0.00 0.0014:1.2M+1.6WZ 0.14 -0.11 0.00 0.00 0.00 0.0017:1.2M-SX -0.20 0.11 -0.00 0.00 0.00 0.0018:1.2M-SZ -0.22 0.11 -0.00 0.00 0.00 0.0019:0.9M+1.6VX 0.39 0.25 0.00 0.00 0.00 0.0020:0.9M+1.6VZ 0.19 -0.14 0.00 0.00 0.00 0.0021:0.9M+SX -0.12 0.08 -0.00 0.00 0.00 0.0025:0.9M-SZ -0.18 0.08 -0.00 0.00 0.00 0.00
325 7:SERVICIO 0.29 0.18 0.00 0.00 0.00 0.008:1.2M+1.6V 0.40 0.26 0.00 0.00 0.00 0.009:1.2M+1.6V+0 0.14 0.35 -0.00 0.00 0.00 0.0012:1.2M+0.5V+ -0.08 -0.07 -0.00 0.00 0.00 0.0013:1.2M+1.6WX -0.34 0.28 -0.00 0.00 0.00 0.0014:1.2M+1.6WZ -0.14 -0.11 -0.00 0.00 0.00 0.0017:1.2M-SX 0.20 0.11 0.00 0.00 0.00 0.0018:1.2M-SZ 0.22 0.11 0.00 0.00 0.00 0.0019:0.9M+1.6VX -0.39 0.25 -0.00 0.00 0.00 0.0020:0.9M+1.6VZ -0.19 -0.14 -0.00 0.00 0.00 0.0021:0.9M+SX 0.12 0.08 0.00 0.00 0.00 0.0025:0.9M-SZ 0.18 0.08 0.00 0.00 0.00 0.00
720 325 7:SERVICIO 0.05 0.15 -0.00 0.00 0.00 0.008:1.2M+1.6V 0.07 0.21 -0.00 0.00 0.00 0.009:1.2M+1.6V+0 0.19 0.30 -0.00 0.00 0.00 0.0012:1.2M+0.5V+ -0.05 -0.05 0.00 0.00 0.00 0.0013:1.2M+1.6WX 0.24 0.27 -0.00 0.00 0.00 0.0014:1.2M+1.6WZ -0.07 -0.09 0.00 0.00 0.00 0.0017:1.2M-SX -0.01 0.09 -0.00 0.00 0.00 0.0018:1.2M-SZ -0.03 0.09 -0.00 0.00 0.00 0.0019:0.9M+1.6VX 0.24 0.25 -0.00 0.00 0.00 0.0020:0.9M+1.6VZ -0.08 -0.11 0.00 0.00 0.00 0.0021:0.9M+SX 0.04 0.06 -0.00 0.00 0.00 0.00
REMIISA-cv
Software licensed to
Job Title
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Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
65
Estructura Mercado Altepexi
GC Gómez Ollivier SA de CV
rrm 11/02/13
12-Feb-2013 18:49MercadoAltepexi.std
Print Time/Date: 13/02/2013 08:19 Print Run 27 of 27STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)25:0.9M-SZ -0.04 0.07 -0.00 0.00 0.00 0.00
326 7:SERVICIO -0.05 0.22 0.00 0.00 0.00 -0.308:1.2M+1.6V -0.07 0.31 0.00 0.00 0.00 -0.439:1.2M+1.6V+0 -0.19 0.45 0.00 0.00 0.00 -0.6112:1.2M+0.5V+ 0.05 -0.08 -0.00 -0.00 -0.00 0.1113:1.2M+1.6WX -0.24 0.40 0.00 0.00 0.00 -0.5314:1.2M+1.6WZ 0.07 -0.14 -0.00 -0.00 -0.00 0.1917:1.2M-SX 0.01 0.13 0.00 0.00 0.00 -0.1718:1.2M-SZ 0.03 0.13 0.00 0.00 0.00 -0.1619:0.9M+1.6VX -0.24 0.37 0.00 0.00 0.00 -0.4920:0.9M+1.6VZ 0.08 -0.17 -0.00 -0.00 -0.00 0.2321:0.9M+SX -0.04 0.10 0.00 0.00 0.00 -0.1425:0.9M-SZ 0.04 0.09 0.00 0.00 0.00 -0.11
721 326 7:SERVICIO 0.00 0.09 -0.00 0.00 0.00 0.098:1.2M+1.6V 0.00 0.13 -0.00 0.00 0.00 0.139:1.2M+1.6V+0 0.00 0.19 -0.00 -0.00 0.00 0.1912:1.2M+0.5V+ 0.00 -0.03 -0.00 0.00 0.00 -0.0313:1.2M+1.6WX 0.00 0.17 -0.00 -0.00 0.00 0.1714:1.2M+1.6WZ 0.00 -0.06 -0.00 0.00 0.00 -0.0617:1.2M-SX 0.00 0.05 -0.00 -0.00 0.00 0.0518:1.2M-SZ 0.00 0.05 0.00 0.00 -0.00 0.0519:0.9M+1.6VX 0.00 0.16 -0.00 -0.00 0.00 0.1620:0.9M+1.6VZ 0.00 -0.07 -0.00 0.00 -0.00 -0.0721:0.9M+SX -0.00 0.04 0.00 0.00 -0.00 0.0425:0.9M-SZ 0.00 0.04 0.00 0.00 -0.00 0.04
327 7:SERVICIO 0.00 0.00 0.00 0.00 0.00 -0.008:1.2M+1.6V 0.00 0.00 0.00 -0.00 0.00 -0.009:1.2M+1.6V+0 -0.00 -0.00 0.00 0.00 0.00 -0.0012:1.2M+0.5V+ -0.00 0.00 0.00 -0.00 0.00 -0.0013:1.2M+1.6WX -0.00 -0.00 0.00 0.00 0.00 0.0014:1.2M+1.6WZ -0.00 0.00 0.00 -0.00 0.00 -0.0017:1.2M-SX -0.00 -0.00 0.00 0.00 0.00 0.0018:1.2M-SZ -0.00 0.00 -0.00 -0.00 -0.00 0.0019:0.9M+1.6VX -0.00 -0.00 0.00 0.00 0.00 0.0020:0.9M+1.6VZ -0.00 0.00 0.00 -0.00 0.00 -0.0021:0.9M+SX 0.00 0.00 -0.00 -0.00 -0.00 -0.0025:0.9M-SZ -0.00 0.00 -0.00 -0.00 -0.00 0.00
bf 35.00 cm Ix 54771.54 cm4
b1 30.00 cm rx 19.12 cm d 50.00 cm Sx 2190.86 cm3
tf 0.90 cm Iz 38276.86 cm4
tw 0.90 cm rz 15.99 cm fy 2530 kg/cm2 Sz 2187.25 cm3
E 2.04E+06 kg/cm2 rx/rz 1.20 cmd1 49.10 cmhw 48.20 cm J 61571.44 cm4
hw/tw 53.56 dp 34.62 cmbp 27.45 cm
A 149.76 cm2 Zx 2592.11 cm3w 117.56 kg/m Zz 2426.40 cm3 Mrx 55.43 Tm-m
Mpx 65.58 kg-cmMr 55 34 Tm-m
Propiedades geométricas de la sección cajón/HSS
DISEÑO DE COLUMNA A FLEXOCOMPRESIÓN, COLUMNA MERCADO ALTEPEXI
REYNOSO MIRANDA INGENIEROS S.A. de C.V. Independencia Oriente 323-3 Centro C. P. 75700 Tehuacán, Puebla., México
(238) 38 46585 [email protected] [email protected]
hw x
z
bp
dp
b1
bf
tw
tf
d1d
Mrz 55.34 Tm-mMpz 61.39 kg-cm
COLUMNA SUPERIOR
L 5.00 m c 0.70 =0.9 flexiónk 2.00 Fcr 2059.46 =0.85 compresión
kL/rx 52.29kL/rz 62.55
Lp 19.51 m Pn 262.16 Tm EQ. 0.654 OKLr 35.10 m Mnx 59.02 Tm-m
Mnz 55.25 Tm-mRevisión de esfuerzos combinadosux 1639.88 ok
Pu 6.34 Tm Pu/Pn 0.024 -1555.21 ok
Mux 35.00 Tm-m Mux/Mnx 0.593 uz 165.78 ok
Muz 2.70 Tm-m Muz/Mnz 0.049 -81.11 ok
Vux 38.12 Tm Vnx 118.53 Tm okVuz 1.52 Tm Vnz 86.07 Tm ok
FLEXOCOMPRESION
bf 40.60 cm Ix 37561.76 cm4
b1 39.00 cm rx 16.21 cm d 40.60 cm Sx 1850.33 cm3
tf 0.90 cm Iz 36599.89 cm4
tw 0.90 cm rz 16.00 cm fy 2530 kg/cm2 Sz 1802.95 cm3
E 2.04E+06 kg/cm2 rx/rz 1.01 cmd1 39.70 cmhw 38.80 cm J 56255.83 cm4
hw/tw 43.11 dp 29.78 cmbp 29.44 cm
A 142.92 cm2 Zx 2128.09 cm3w 112.19 kg/m Zz 2103.64 cm3 Mrx 46.81 Tm-m
Mpx 53.84 kg-cmMr 45 61 Tm-m
Propiedades geométricas de la sección cajón/HSS
DISEÑO DE COLUMNA A FLEXOCOMPRESIÓN, COLUMNA MERCADO ALTEPEXI
REYNOSO MIRANDA INGENIEROS S.A. de C.V. Independencia Oriente 323-3 Centro C. P. 75700 Tehuacán, Puebla., México
(238) 38 46585 [email protected] [email protected]
hw x
z
bp
dp
b1
bf
tw
tf
d1d
Mrz 45.61 Tm-mMpz 53.22 kg-cm
SECCIÓN TIPO HSS DE 406X9 MM
L 5.00 m c 0.70 =0.9 flexiónk 2.00 Fcr 2060.28 =0.85 compresión
kL/rx 61.68kL/rz 62.49
Lp 22.22 m Pn 250.29 Tm EQ. 0.791 OKLr 38.84 m Mnx 48.46 Tm-m
Mnz 47.90 Tm-mRevisión de esfuerzos combinadosux 1935.91 ok
Pu 6.34 Tm Pu/Pn 0.025 -1847.19 ok
Mux 35.00 Tm-m Mux/Mnx 0.722 uz 194.12 ok
Muz 2.70 Tm-m Muz/Mnz 0.056 -105.39 ok
Vux 38.12 Tm Vnx 95.42 Tm okVuz 1.52 Tm Vnz 99.84 Tm ok
FLEXOCOMPRESION
Ps = 6.34 Tm A = 2.50 m Recubrimiento r = 4 cmVx = 3.18 Tm B = 2.00 m Suelo qa = 15.0 Tm/m2
Mx = 0.01 Tm-m a = 0.80 m Relleno s = 1.60 Tm/m3Vy = 6.76 Tm b = 0.80 m Fac. de carga Fc = 1.4My = 17.94 Tm-m h = 0.50 m Acero fy = 4200 kg/cm2
ex= 2.83 m Df = 1.80 m Concreto f'c = 250 kg/cm2
ey= 0.00 m h´= 0.10 m
a1 = 0.00 mb1 = 0.60 m
a2 = 1.70 mb2 = 0.60 m
ESTABILIDAD Y ESFUERZOS EN EL SUELO
Pesos de la zapata y relleno
zapata = A x B x h x 2.40 Tm/m3 = = 6.00 Tm
dado = (a x b) ( Df - h + h´) x 2.40 Tm/m3 = = 2.15 Tmrelleno = [( A x B ) - ( a x b ) ] ( Df - h ) s = 9.07 Tm
Peso de patín + dado + relleno = 17.22 TmCarga axial de servicio Ps= 6.34 Tm
Carga total de servicio sobre suelo PT = 23.56 Tm
REVISIÓN-DISEÑO DE ZAPATA DE LINDERO MERCADO ALTEPEXI
Tel./Fax (238) 38 46585 [email protected] [email protected]
Independencia Oriente 323-3 Centro C. P. 75700 Tehuacán, Puebla., México
REYNOSO MIRANDA INGENIEROS S.A. de C.V.
DATOS GEOMÉTRICOSCARGAS SERVICIO DATOS
B
A
b
ah
r
Df
P
h´
Y
X
My
Mx
b1
b2 a1 a2
d
c
N.T.N.
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Tel./Fax (238) 38 46585 [email protected] [email protected]
Independencia Oriente 323-3 Centro C. P. 75700 Tehuacán, Puebla., México
REYNOSO MIRANDA INGENIEROS S.A. de C.V.
Momentos respecto al punto "c"F d M
zapata = 6.00 Tm x 1.250 m = 7.5 Tm-mdado = 2.15 Tm x 2.100 m = 4.5 Tm-m MRY = 35.53 Tm-m
relleno = 9.07 Tm x 1.125 m = 10.2 Tm-mP = 6.34 Tm x 2.100 m = 13.3 Tm-m
Vx = 3.18 Tm x 1.900 m = 6.0 Tm-m MVY = 23.98 Tm-mMy = = 17.9 Tm-m
MTY = 59.5 Tm-m
X = MTY/PT = 2.53 m Distancia tomada a partir del punto c donde actúa la resultante
ex = A/2-X = 1.28 m Excentricidad respecto a A/2 donde actúa la resultante de fuerzas
MX = PT * eX = 30.07 Tm-m
Momentos respecto al punto "d"F d M
zapata = 6.00 Tm x 1.000 m = 6.0 Tm-mdado = 2.15 Tm x 1.000 m = 2.2 Tm-m MRX = 96.73 Tm-m
relleno = 9.07 Tm x 1.000 m = 82.2 Tm-mP = 6.34 Tm x 1.000 m = 6.3 Tm-m
VY = 6.76 Tm x 1.900 m = 12.8 Tm-m MVX = 12.85 Tm-mMX = = 0.0 Tm-m
MTX = 109.6 Tm-m
Y = MTX/PT = 4.65 m
ey = B/2-Y = 3.652 m
Mx = PT x eY = 86.03 Tm-m
FSvx = MRY / MVY = 1.48 < 1.5 OKFSvy = Mey / Mvy = 7.53 >1.5 OK
ESFUERZOS DE CONTACTO EN EL SUELO ex = 1.276 m > A/6 =0.417m. Hay tensiones en este sentido
eY = 3.652 m > B/6 =0.333m. Hay tensiones en este sentidoPropiedades de la zapata
Área AR = A x B = 5.00 m2
Inercia con respecto al eje X IX= AB3/12 = 1.67 m4 X1 = 19.1 Tm/m2
Módulo de sección con respecto a X SX= AB2/6 = 1.67 m3 X2 = -9.7 Tm/m2 xA0 = 1.66 m
Inercia con respecto al eje Y Iy= BA3/12 = 2.60 m4 y1 = 56.3 Tm/m2
Módulo de sección con respecto a Y Sy= BA2/6 = 2.08 m3 y2 = -46.9 Tm/m2 yB0 = 1.09 m
q prom.= 13.02 Tm/m2 < qa = 15.00 Tm/m2
Esfuerzos en esquinas
(+ comp. -tens.) zapata está en compresión
Distancias en las que la
FACTORES DE SEGURIDAD AL VOLTEO
Momento resistente
Momento de volteo
Momento resistente
Momento de volteo
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Tel./Fax (238) 38 46585 [email protected] [email protected]
Independencia Oriente 323-3 Centro C. P. 75700 Tehuacán, Puebla., México
REYNOSO MIRANDA INGENIEROS S.A. de C.V.
Nota: Esfuerzos positivos son en compresión, negativos en tensión.
CONSTANTES DEL MATERIAL
min = 0.00264 max = 0.01786
REVISIÓN DE RESISTENCIA EN SENTIDO X (ancho unitario de 1.00 m) = 0.9 para flexión = 0.85 para cortante
Peso de relleno w = ( Df - h ) x s x 1.0 m = 2.08 Tm/m b = 100 cm l/h =3.4 zapata flexiblePeso de zapata w = h x 2.40 x 1.0 m = 1.20 Tm/m h = 50 cm Peralte para diseño por
peso total wt = 3.28 Tm/m d = h-r = 46 cm resistencia
Revisando cortante unidireccional (tensión diagonal) a paño del pedestal con…Vc 51.81 Tm > Vu = 23.18 Tm/m/m O.K.
Por flexión, Mu = 19.70 Tm-m/m y se requiere una cuantía = 0.0028 = 12.86 cm2/m O.K.
Proponiendo var. # 5 @ 15 cm (paralelas a X)
REVISIÓN DE RESISTENCIA EN SENTIDO Y (ancho unitario de 1.00 m)
Revisando cortante unidireccional (tensión diagonal) a paño del pedestal con…Vc 51.81 Tm > Vu = 8.18 Tm/m/m O.K.
Por flexión, Mu = 2.45 Tm-m/m y se requiere una cuantía = 0.0026 = 12.12 cm2/m O.K.
Proponiendo var. # 5 @ 16 cm (paralelas a Y)
En la parrilla superior se proveerán 7 var. #5 paralelas a X11 var. #5 paralelas a Y
-15
-10
-5
0
5
10
15
20
25
0 0.5 1 1.5 2 2.5 3
(
Tm
/m2
A (m)
Distribución de esfuerzos en X
-60
-40
-20
0
20
40
60
80
0 0.5 1 1.5 2 2.5(
Tm
/m2
B (m)
Distribución de esfuerzos en Y
fy
cf '7.0min
fyfy
cf
6000
4800'85.075.0max
cfbd
Mu
fy
cf
'85.0
211
90.0
'2
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Tel./Fax (238) 38 46585 [email protected] [email protected]
Independencia Oriente 323-3 Centro C. P. 75700 Tehuacán, Puebla., México
REYNOSO MIRANDA INGENIEROS S.A. de C.V.
PERALTE REQUERIDO POR PENETRACIÓN
Elementos mecanicos en el espesor medio de la zapata.
Superestructura, Ps = 6.34 TmRelleno [(LC1 x LC2)-(a x b)](Df - h) gs = 1.37 TmPatín de zapata [LC1 x LC2] x h x 2.4 Tm/m3 = 1.56 Tm
Pp = 9.27 Tm
Parámetros geométricosLC1 = 103 cm cm 1 arista P0= 355.00 cm
LC2 = 126 cm cm 2 arista ACP = P0 x d = 16330.00 cm2
bc = 1.22 (relación entre aristas de P0)
Esfuerzos de corte Resistencia de la zapata a corte por punzonamientov1 1.43 kg/cm2
v2 1.59 kg/cm2 Vn = 241.42 Tm > 12.97 Tm O.K.
v3 1.10 kg/cm2
PEDESTALb+d
d/2
b
d/2
a
a+d
Y
X
P0
d/2d/2
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