CONSTRUCCIN DE CUBIERTA METALICA PARA CANCHA

MULTIPLE ESCUELA RURAL MIXTA GUILLERMO CHILITO,

MUNICIPIO DE BOLIVAR CAUCA

DISEO ESTRUCTURAL PLACA DEPORTIVA EN CONCRETO

HIDRAULICO

Las dimensiones de la obra obtenidas en este diseo se vern en el plano

correspondiente de este proyecto.

Una placa deportiva, est apoyada sobre un piso de relleno firme en compuesto por

materiales petreos, debidamente compactado al proctor modificado del 90%.

L

a losa deportiva, est destinada a revivir cargas vivas de personas que la estn

utilizando y el peso propio como carga muerta se transmite al suelo de apoyo

compuesto material de relleno, el cual evita que se produzca momentos a flexin, en

la misma placa que puedan afectarla.

Por conclusin las placas deportivas no llevan acero de refuerzo para controlar estos

momentos de flexin que puedan afectarla, nicamente chequeamos el espesor que se

va realizar para certificar lo anteriormente expuesto.

Si debe tern una acero mnimo, el cual lo proteger a la placa de movimientos de

contraccin por Temperatura.

Las dimensiones de la placa deportiva propuesta son las siguientes:

Espesor de la placa = 0.12 m

Longitud de la losa = 28.0 m

Ancho de la losa = 14.0 m

De los resultados del programa PRESTO, se obtiene los siguiente:

Datos de Geometra Placa Deportiva _________________________________________________________________________________________________________________________ NOMENCLATURA Cb22, Cb33 : Coeficientes de gradiente de momento Cm22, Cm33 : Coeficientes de momento uniforme equivalente para las ecuaciones de interaccin d0 : Altura de la seccin de inercia variable en el extremo J del miembro DJX : Distancia de cacho rgido a partir del nudo J en la direccin X DJY : Distancia de cacho rgido a partir del nudo J en la direccin Y DJZ : Distancia de cacho rgido a partir del nudo J en la direccin Z DKX : Distancia de cacho rgido a partir del nudo K en la direccin X DKY : Distancia de cacho rgido a partir del nudo K en la direccin Y DKZ : Distancia de cacho rgido a partir del nudo K en la direccin Z dL : Altura de la seccin de inercia variable en el extremo K del miembro Factor Ig : Factor de reduccin de la inercia (Inercia efectiva/Inercia bruta) para miembros de hormign armado K22 : Factor de longitud efectiva alrededor del eje 22 K33 : Factor de longitud efectiva alrededor del eje 33 L22 : Longitud del miembro para el clculo de la capacidad axial L33 : Longitud del miembro para el clculo de la capacidad axial local 2 RX : Rotacin en X RY : Rotacin en Y RZ : Rotacin en Z TO : 1 = Miembro de solo traccin 0 = Miembro normal TX : Traslacin en X TY : Traslacin en Y TZ : Traslacin en Z

Nudos _________________________________________________________________________________________________________________________ Nudo X Y Z Piso Rgido [m] [m] [m] ------------------------------------------------------------------------------------------------------------------- 1 0.00 0.00 0.00 0 2 0.00 0.00 2.00 0 3 2.00 0.00 0.00 0 4 2.00 0.00 2.00 0 5 0.00 0.00 0.50 0 6 0.50 0.00 0.00 0 7 0.50 0.00 0.50 0 8 0.00 0.00 1.00 0 9 0.50 0.00 1.00 0

10 0.00 0.00 1.50 0 11 0.50 0.00 1.50 0 12 0.50 0.00 2.00 0 13 1.00 0.00 0.00 0 14 1.00 0.00 0.50 0 15 1.00 0.00 1.00 0 16 1.00 0.00 1.50 0 17 1.00 0.00 2.00 0 18 1.50 0.00 0.00 0 19 1.50 0.00 0.50 0 20 1.50 0.00 1.00 0 21 1.50 0.00 1.50 0 22 1.50 0.00 2.00 0 23 2.00 0.00 0.50 0 24 2.00 0.00 1.00 0 25 2.00 0.00 1.50 0 -------------------------------------------------------------------------------------------------------------------

Restricciones _________________________________________________________________________________________________________________________ Nudo TX TY TZ RX RY RZ ----------------------------------------------------------------------------------------------- 1 1 0 1 0 0 0 2 1 0 1 0 0 0 3 1 0 1 0 0 0 4 1 0 1 0 0 0 5 1 0 1 0 0 0 6 1 0 1 0 0 0 7 1 0 1 0 0 0 8 1 0 1 0 0 0 9 1 0 1 0 0 0 10 1 0 1 0 0 0 11 1 0 1 0 0 0 12 1 0 1 0 0 0 13 1 0 1 0 0 0 14 1 0 1 0 0 0 15 1 0 1 0 0 0 16 1 0 1 0 0 0 17 1 0 1 0 0 0 18 1 0 1 0 0 0 19 1 0 1 0 0 0 20 1 0 1 0 0 0 21 1 0 1 0 0 0 22 1 0 1 0 0 0 23 1 0 1 0 0 0 24 1 0 1 0 0 0 25 1 0 1 0 0 0 -----------------------------------------------------------------------------------------------

Resortes _________________________________________________________________________________________________________________________ Nudo TX TY TZ RX RY RZ [Ton/cm] [Ton/cm] [Ton/cm] [Ton*m/rad] [Ton*m/rad] [Ton*m/rad] ---------------------------------------------------------------------------------------------------------------------------------------- 1 0.00 1.00E+05 0.00 0.00 0.00 0.00 2 0.00 1.00E+05 0.00 0.00 0.00 0.00 5 0.00 1.00E+05 0.00 0.00 0.00 0.00 6 0.00 1.00E+05 0.00 0.00 0.00 0.00 7 0.00 1.00E+05 0.00 0.00 0.00 0.00 8 0.00 1.00E+05 0.00 0.00 0.00 0.00 9 0.00 1.00E+05 0.00 0.00 0.00 0.00 10 0.00 1.00E+05 0.00 0.00 0.00 0.00 11 0.00 1.00E+05 0.00 0.00 0.00 0.00

12 0.00 1.00E+05 0.00 0.00 0.00 0.00 13 0.00 1.00E+05 0.00 0.00 0.00 0.00 14 0.00 1.00E+05 0.00 0.00 0.00 0.00 15 0.00 1.00E+05 0.00 0.00 0.00 0.00 16 0.00 1.00E+05 0.00 0.00 0.00 0.00 17 0.00 1.00E+05 0.00 0.00 0.00 0.00 18 0.00 1.00E+05 0.00 0.00 0.00 0.00 19 0.00 1.00E+05 0.00 0.00 0.00 0.00 20 0.00 1.00E+05 0.00 0.00 0.00 0.00 21 0.00 1.00E+05 0.00 0.00 0.00 0.00 22 0.00 1.00E+05 0.00 0.00 0.00 0.00 ----------------------------------------------------------------------------------------------------------------------------------------

Placas _________________________________________________________________________________________________________________________ Placa N1 N2 N3 N4 Descripcin Material Espesor [cm] -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 2 1 5 6 7 LOSA1 C 3-60 12.00 3 5 8 7 9 LOSA1 C 3-60 12.00 4 8 10 9 11 LOSA1 C 3-60 12.00 5 10 2 11 12 LOSA1 C 3-60 12.00 6 6 7 13 14 LOSA1 C 3-60 12.00 7 7 9 14 15 LOSA1 C 3-60 12.00 8 9 11 15 16 LOSA1 C 3-60 12.00 9 11 12 16 17 LOSA1 C 3-60 12.00 10 13 14 18 19 LOSA1 C 3-60 12.00 11 14 15 19 20 LOSA1 C 3-60 12.00 12 15 16 20 21 LOSA1 C 3-60 12.00 13 16 17 21 22 LOSA1 C 3-60 12.00 14 18 19 3 23 LOSA1 C 3-60 12.00 15 19 20 23 24 LOSA1 C 3-60 12.00 16 20 21 24 25 LOSA1 C 3-60 12.00 17 21 22 25 4 LOSA1 C 3-60 12.00 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Datos de Cargas Losa de Fondo _________________________________________________________________________________________________________________________ NOMENCLATURA Comb : Indica si la carga es una combinacin

Estados de carga _________________________________________________________________________________________________________________________ Estado Descripcin Comb. Categora ------------------------------------------------------------------------------------------------------------------------------------------------------------------- CM Carga Muerta No DL -------------------------------------------------------------------------------------------------------------------------------------------------------------------

Fuerzas sobre nudos _________________________________________________________________________________________________________________________ Estado Nudo FX FY FZ MX MY MZ [Ton] [Ton] [Ton] [Ton*m] [Ton*m] [Ton*m] ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- CM 5 0.00 -0.672 0.00 0.00 0.00 0.00 6 0.00 -0.672 0.00 0.00 0.00 0.00

8 0.00 -0.672 0.00 0.00 0.00 0.00 10 0.00 -0.672 0.00 0.00 0.00 0.00 12 0.00 -0.672 0.00 0.00 0.00 0.00 13 0.00 -0.672 0.00 0.00 0.00 0.00 17 0.00 -0.672 0.00 0.00 0.00 0.00 18 0.00 -0.672 0.00 0.00 0.00 0.00 22 0.00 -0.672 0.00 0.00 0.00 0.00 23 0.00 -0.672 0.00 0.00 0.00 0.00 24 0.00 -0.672 0.00 0.00 0.00 0.00 25 0.00 -0.672 0.00 0.00 0.00 0.00 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Cargas sobre placas _________________________________________________________________________________________________________________________ Estado Placa Presin Temp. [Ton/m2] [C] ---------------------------------------------------------------------------------------- CM 2 -0.972 0.00 3 -0.972 0.00 4 -0.972 0.00 5 -0.972 0.00 6 -0.972 0.00 7 -0.972 0.00 8 -0.972 0.00 9 -0.972 0.00 10 -0.972 0.00 11 -0.972 0.00 12 -0.972 0.00 13 -0.972 0.00 14 -0.972 0.00 15 -0.972 0.00 16 -0.972 0.00 17 -0.972 0.00 ----------------------------------------------------------------------------------------

Multiplicadores de peso propio para Estados de carga _________________________________________________________________________________________________________________________ Multiplicador Peso Propio Estado Descripcin Comb. MultX MultY MultZ -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- CM Carga Muerta No 0.00 0.00 0.00 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Sismo (Anlisis dinmico solamente) _________________________________________________________________________________________________________________________ Estado a/g Ang. Amort. [G] [%] -------------------------------------------------------------------------- CM 0.00 0.00 0.00 --------------------------------------------------------------------------

Resultados del Anlisis Placa Deportiva

Envolvente de desplazamientos nodales _________________________________________________________________________________________________________________________ Nota.- ec es el estado de carga crtico Envolvente de desplazamientos nodales para : CM=Carga Muerta Traslacin Rotacin Nudo X ec Y ec Z ec Rx ec Ry ec Rz ec [cm] [cm] [cm] [Rad] [Rad] [Rad] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 1 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 2 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 3 Max 0.000 CM -0.008 CM 0.000 CM 0.00003 CM 0.00000 CM -0.00020 CM Min 0.000 CM -0.008 CM 0.000 CM 0.00003 CM 0.00000 CM -0.00020 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 4 Max 0.000 CM -0.008 CM 0.000 CM -0.00003 CM 0.00000 CM -0.00020 CM Min 0.000 CM -0.008 CM 0.000 CM -0.00003 CM 0.00000 CM -0.00020 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 5 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 6 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 7 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 8 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 9 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 10 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 11 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 12 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 13 Max 0.000 CM 0.000 CM 0.000 CM -0.00002 CM 0.00000 CM 0.00002 CM Min 0.000 CM 0.000 CM 0.000 CM -0.00002 CM 0.00000 CM 0.00002 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 14 Max 0.000 CM 0.001 CM 0.000 CM -0.00001 CM 0.00000 CM 0.00002 CM Min 0.000 CM 0.001 CM 0.000 CM -0.00001 CM 0.00000 CM 0.00002 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 15 Max 0.000 CM 0.001 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00003 CM Min 0.000 CM 0.001 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00003 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 16 Max 0.000 CM 0.001 CM 0.000 CM 0.00001 CM 0.00000 CM 0.00002 CM Min 0.000 CM 0.001 CM 0.000 CM 0.00001 CM 0.00000 CM 0.00002 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 17 Max 0.000 CM 0.000 CM 0.000 CM 0.00002 CM 0.00000 CM 0.00002 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00002 CM 0.00000 CM 0.00002 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 18 Max 0.000 CM 0.000 CM 0.000 CM 0.00001 CM 0.00000 CM -0.00007 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00001 CM 0.00000 CM -0.00007 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 19 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM -0.00010 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM -0.00010 CM

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 20 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM -0.00011 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM -0.00011 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 21 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM -0.00010 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM -0.00010 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 22 Max 0.000 CM 0.000 CM 0.000 CM -0.00001 CM 0.00000 CM -0.00007 CM Min 0.000 CM 0.000 CM 0.000 CM -0.00001 CM 0.00000 CM -0.00007 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 23 Max 0.000 CM -0.010 CM 0.000 CM 0.00003 CM 0.00000 CM -0.00024 CM Min 0.000 CM -0.010 CM 0.000 CM 0.00003 CM 0.00000 CM -0.00024 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 24 Max 0.000 CM -0.010 CM 0.000 CM 0.00000 CM 0.00000 CM -0.00025 CM Min 0.000 CM -0.010 CM 0.000 CM 0.00000 CM 0.00000 CM -0.00025 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 25 Max 0.000 CM -0.010 CM 0.000 CM -0.00003 CM 0.00000 CM -0.00024 CM Min 0.000 CM -0.010 CM 0.000 CM -0.00003 CM 0.00000 CM -0.00024 CM ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Envolvente de reacciones nodales _________________________________________________________________________________________________________________________ Nota.- ec es el estado de carga crtico

Direcciones de fuerzas y momentos positivos Envolvente de reacciones nodales para : CM=Carga Muerta Fuerzas Momentos Nudo Fx ec Fy ec Fz ec Mx ec My ec Mz ec [Ton] [Ton] [Ton] [Ton*m] [Ton*m] [Ton*m] --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1 Max 0.000 CM 0.041 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.041 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 2 Max 0.000 CM 0.041 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.041 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 5 Max 0.000 CM 0.051 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.051 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 6 Max 0.000 CM 0.067 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.067 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 7 Max 0.000 CM 0.209 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.209 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 8 Max 0.000 CM 0.045 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.045 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 9 Max 0.000 CM 0.133 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.133 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 10 Max 0.000 CM 0.051 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.051 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 11 Max 0.000 CM 0.209 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM

Min 0.000 CM 0.209 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 12 Max 0.000 CM 0.067 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.067 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 13 Max 0.000 CM 0.126 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.126 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 14 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 15 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 16 Max 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.000 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 17 Max 0.000 CM 0.126 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.126 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 18 Max 0.000 CM 0.074 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.074 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 19 Max 0.000 CM 0.267 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.267 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 20 Max 0.000 CM 0.321 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.321 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 21 Max 0.000 CM 0.267 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.267 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 22 Max 0.000 CM 0.074 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM Min 0.000 CM 0.074 CM 0.000 CM 0.00000 CM 0.00000 CM 0.00000 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Envolvente de fuerzas en caras _________________________________________________________________________________________________________________________ Notas.- F es el axial actuante en la cara (+ en traccin). V es el cortante actuante en la cara (en el plano). S es el cortante actuante a travs de la cara (fuera del plano). T es el momento torsor actuante en la cara. M22 es el momento actuante sobre la cara (en el plano). M es el momento flector actuante sobre la cara (fuera del plano). Convencin de signos Envolvente de fuerzas para : CM=Carga Muerta

PLACA2 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1-5 Max. 0.00 CM 0.00 CM 0.21 CM 0.00 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.21 CM 0.00 CM 0.00 CM 0.00 CM 5-7 Max. 0.00 CM 0.00 CM 0.27 CM 0.00 CM 0.00 CM 0.01 CM Min. 0.00 CM 0.00 CM 0.27 CM 0.00 CM 0.00 CM 0.01 CM 1-6 Max. 0.00 CM 0.00 CM 0.23 CM 0.00 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.23 CM 0.00 CM 0.00 CM 0.00 CM 6-7 Max. 0.00 CM 0.00 CM 0.19 CM 0.00 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.19 CM 0.00 CM 0.00 CM 0.00 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 3 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 5-8 Max. 0.00 CM 0.00 CM 0.19 CM 0.00 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.19 CM 0.00 CM 0.00 CM 0.00 CM 8-9 Max. 0.00 CM 0.00 CM 0.29 CM 0.00 CM 0.00 CM 0.01 CM Min. 0.00 CM 0.00 CM 0.29 CM 0.00 CM 0.00 CM 0.01 CM 5-7 Max. 0.00 CM 0.00 CM 0.29 CM 0.00 CM 0.00 CM -0.01 CM Min. 0.00 CM 0.00 CM 0.29 CM 0.00 CM 0.00 CM -0.01 CM 7-9 Max. 0.00 CM 0.00 CM 0.08 CM 0.00 CM 0.00 CM 0.03 CM Min. 0.00 CM 0.00 CM 0.08 CM 0.00 CM 0.00 CM 0.03 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 4 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 8-10 Max. 0.00 CM 0.00 CM 0.19 CM 0.00 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.19 CM 0.00 CM 0.00 CM 0.00 CM 10-11 Max. 0.00 CM 0.00 CM 0.29 CM 0.00 CM 0.00 CM 0.01 CM Min. 0.00 CM 0.00 CM 0.29 CM 0.00 CM 0.00 CM 0.01 CM 8-9 Max. 0.00 CM 0.00 CM 0.29 CM 0.00 CM 0.00 CM -0.01 CM Min. 0.00 CM 0.00 CM 0.29 CM 0.00 CM 0.00 CM -0.01 CM 9-11 Max. 0.00 CM 0.00 CM 0.08 CM 0.00 CM 0.00 CM 0.03 CM Min. 0.00 CM 0.00 CM 0.08 CM 0.00 CM 0.00 CM 0.03 CM

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 5 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 10-2 Max. 0.00 CM 0.00 CM 0.21 CM 0.00 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.21 CM 0.00 CM 0.00 CM 0.00 CM 2-12 Max. 0.00 CM 0.00 CM 0.23 CM 0.00 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.23 CM 0.00 CM 0.00 CM 0.00 CM 10-11 Max. 0.00 CM 0.00 CM 0.27 CM 0.00 CM 0.00 CM -0.01 CM Min. 0.00 CM 0.00 CM 0.27 CM 0.00 CM 0.00 CM -0.01 CM 11-12 Max. 0.00 CM 0.00 CM 0.19 CM 0.00 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.19 CM 0.00 CM 0.00 CM 0.00 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 6 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 6-7 Max. 0.00 CM 0.00 CM 0.28 CM 0.00 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.28 CM 0.00 CM 0.00 CM 0.00 CM 7-14 Max. 0.00 CM 0.00 CM 0.20 CM 0.03 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.20 CM 0.03 CM 0.00 CM 0.00 CM 6-13 Max. 0.00 CM 0.00 CM 0.20 CM 0.05 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.20 CM 0.05 CM 0.00 CM 0.00 CM 13-14 Max. 0.00 CM 0.00 CM 0.10 CM -0.09 CM 0.00 CM 0.05 CM Min. 0.00 CM 0.00 CM 0.10 CM -0.09 CM 0.00 CM 0.05 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 7 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 7-9 Max. 0.00 CM 0.00 CM 0.30 CM -0.01 CM 0.00 CM -0.03 CM Min. 0.00 CM 0.00 CM 0.30 CM -0.01 CM 0.00 CM -0.03 CM 9-15 Max. 0.00 CM 0.00 CM 0.18 CM 0.00 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.18 CM 0.00 CM 0.00 CM 0.00 CM 7-14 Max. 0.00 CM 0.00 CM 0.19 CM 0.01 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.19 CM 0.01 CM 0.00 CM 0.00 CM

14-15 Max. 0.00 CM 0.00 CM 0.44 CM -0.01 CM 0.00 CM -0.01 CM Min. 0.00 CM 0.00 CM 0.44 CM -0.01 CM 0.00 CM -0.01 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 8 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 9-11 Max. 0.00 CM 0.00 CM 0.30 CM 0.01 CM 0.00 CM -0.03 CM Min. 0.00 CM 0.00 CM 0.30 CM 0.01 CM 0.00 CM -0.03 CM 11-16 Max. 0.00 CM 0.00 CM 0.19 CM -0.01 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.19 CM -0.01 CM 0.00 CM 0.00 CM 9-15 Max. 0.00 CM 0.00 CM 0.18 CM 0.00 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.18 CM 0.00 CM 0.00 CM 0.00 CM 15-16 Max. 0.00 CM 0.00 CM 0.44 CM 0.01 CM 0.00 CM -0.01 CM Min. 0.00 CM 0.00 CM 0.44 CM 0.01 CM 0.00 CM -0.01 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 9 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 11-12 Max. 0.00 CM 0.00 CM 0.28 CM 0.00 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.28 CM 0.00 CM 0.00 CM 0.00 CM 12-17 Max. 0.00 CM 0.00 CM 0.20 CM -0.05 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.20 CM -0.05 CM 0.00 CM 0.00 CM 11-16 Max. 0.00 CM 0.00 CM 0.20 CM -0.03 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.20 CM -0.03 CM 0.00 CM 0.00 CM 16-17 Max. 0.00 CM 0.00 CM 0.10 CM 0.09 CM 0.00 CM 0.05 CM Min. 0.00 CM 0.00 CM 0.10 CM 0.09 CM 0.00 CM 0.05 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 10 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 13-14 Max. 0.00 CM 0.00 CM -0.60 CM 0.05 CM 0.00 CM -0.05 CM Min. 0.00 CM 0.00 CM -0.60 CM 0.05 CM 0.00 CM -0.05 CM 14-19 Max. 0.00 CM 0.00 CM 0.19 CM -0.03 CM 0.00 CM 0.05 CM Min. 0.00 CM 0.00 CM 0.19 CM -0.03 CM 0.00 CM 0.05 CM

13-18 Max. 0.00 CM 0.00 CM -0.01 CM -0.03 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM -0.01 CM -0.03 CM 0.00 CM 0.00 CM 18-19 Max. 0.00 CM 0.00 CM 1.28 CM 0.04 CM 0.00 CM -0.42 CM Min. 0.00 CM 0.00 CM 1.28 CM 0.04 CM 0.00 CM -0.42 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 11 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 14-15 Max. 0.00 CM 0.00 CM -0.49 CM 0.00 CM 0.00 CM 0.01 CM Min. 0.00 CM 0.00 CM -0.49 CM 0.00 CM 0.00 CM 0.01 CM 15-20 Max. 0.00 CM 0.00 CM 0.18 CM 0.00 CM 0.00 CM 0.05 CM Min. 0.00 CM 0.00 CM 0.18 CM 0.00 CM 0.00 CM 0.05 CM 14-19 Max. 0.00 CM 0.00 CM 0.18 CM -0.01 CM 0.00 CM -0.05 CM Min. 0.00 CM 0.00 CM 0.18 CM -0.01 CM 0.00 CM -0.05 CM 19-20 Max. 0.00 CM 0.00 CM 1.30 CM 0.02 CM 0.00 CM -0.46 CM Min. 0.00 CM 0.00 CM 1.30 CM 0.02 CM 0.00 CM -0.46 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 12 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 15-16 Max. 0.00 CM 0.00 CM -0.49 CM 0.00 CM 0.00 CM 0.01 CM Min. 0.00 CM 0.00 CM -0.49 CM 0.00 CM 0.00 CM 0.01 CM 16-21 Max. 0.00 CM 0.00 CM 0.18 CM 0.01 CM 0.00 CM 0.05 CM Min. 0.00 CM 0.00 CM 0.18 CM 0.01 CM 0.00 CM 0.05 CM 15-20 Max. 0.00 CM 0.00 CM 0.18 CM 0.00 CM 0.00 CM -0.05 CM Min. 0.00 CM 0.00 CM 0.18 CM 0.00 CM 0.00 CM -0.05 CM 20-21 Max. 0.00 CM 0.00 CM 1.30 CM -0.02 CM 0.00 CM -0.46 CM Min. 0.00 CM 0.00 CM 1.30 CM -0.02 CM 0.00 CM -0.46 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 13 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 16-17 Max. 0.00 CM 0.00 CM -0.60 CM -0.05 CM 0.00 CM -0.05 CM Min. 0.00 CM 0.00 CM -0.60 CM -0.05 CM 0.00 CM -0.05 CM

17-22 Max. 0.00 CM 0.00 CM -0.01 CM 0.03 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM -0.01 CM 0.03 CM 0.00 CM 0.00 CM 16-21 Max. 0.00 CM 0.00 CM 0.19 CM 0.03 CM 0.00 CM -0.05 CM Min. 0.00 CM 0.00 CM 0.19 CM 0.03 CM 0.00 CM -0.05 CM 21-22 Max. 0.00 CM 0.00 CM 1.28 CM -0.04 CM 0.00 CM -0.42 CM Min. 0.00 CM 0.00 CM 1.28 CM -0.04 CM 0.00 CM -0.42 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 14 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 18-19 Max. 0.00 CM 0.00 CM 1.20 CM 0.10 CM 0.00 CM 0.42 CM Min. 0.00 CM 0.00 CM 1.20 CM 0.10 CM 0.00 CM 0.42 CM 19-23 Max. 0.00 CM 0.00 CM -0.01 CM -0.12 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM -0.01 CM -0.12 CM 0.00 CM 0.00 CM 18-3 Max. 0.00 CM 0.00 CM -0.01 CM -0.10 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM -0.01 CM -0.10 CM 0.00 CM 0.00 CM 3-23 Max. 0.00 CM 0.00 CM -0.48 CM 0.10 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM -0.48 CM 0.10 CM 0.00 CM 0.00 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 15 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 19-20 Max. 0.00 CM 0.00 CM 1.29 CM 0.03 CM 0.00 CM 0.46 CM Min. 0.00 CM 0.00 CM 1.29 CM 0.03 CM 0.00 CM 0.46 CM 20-24 Max. 0.00 CM 0.00 CM 0.02 CM -0.06 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.02 CM -0.06 CM 0.00 CM 0.00 CM 19-23 Max. 0.00 CM 0.00 CM 0.01 CM -0.01 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.01 CM -0.01 CM 0.00 CM 0.00 CM 23-24 Max. 0.00 CM 0.00 CM -0.53 CM 0.04 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM -0.53 CM 0.04 CM 0.00 CM 0.00 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 16 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

20-21 Max. 0.00 CM 0.00 CM 1.29 CM -0.03 CM 0.00 CM 0.46 CM Min. 0.00 CM 0.00 CM 1.29 CM -0.03 CM 0.00 CM 0.46 CM 21-25 Max. 0.00 CM 0.00 CM 0.01 CM 0.01 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.01 CM 0.01 CM 0.00 CM 0.00 CM 20-24 Max. 0.00 CM 0.00 CM 0.02 CM 0.06 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM 0.02 CM 0.06 CM 0.00 CM 0.00 CM 24-25 Max. 0.00 CM 0.00 CM -0.53 CM -0.04 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM -0.53 CM -0.04 CM 0.00 CM 0.00 CM ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 17 Fuerzas [Ton] Momentos [Ton*m] Cara F ec V ec S ec T ec M22 ec M ec ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 21-22 Max. 0.00 CM 0.00 CM 1.20 CM -0.10 CM 0.00 CM 0.42 CM Min. 0.00 CM 0.00 CM 1.20 CM -0.10 CM 0.00 CM 0.42 CM 22-4 Max. 0.00 CM 0.00 CM -0.01 CM 0.10 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM -0.01 CM 0.10 CM 0.00 CM 0.00 CM 21-25 Max. 0.00 CM 0.00 CM -0.01 CM 0.12 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM -0.01 CM 0.12 CM 0.00 CM 0.00 CM 25-4 Max. 0.00 CM 0.00 CM -0.48 CM -0.10 CM 0.00 CM 0.00 CM Min. 0.00 CM 0.00 CM -0.48 CM -0.10 CM 0.00 CM 0.00 CM ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Diseo de placas de HoAo a flexin en ejes locales _________________________________________________________________________________________________________________________ Notas: - Se ha adoptado la norma ACI 318-99 para el diseo - Los esfuerzos de membrana y los momentos torsores son ignorados en el diseo - "Inf" es la cara inferior de la placa (-t/2) - "Sup" es la cara superior de la placa (+t/2) - ec, es el estado de carga crtico - Momentos positivos crean traccin en -t/2, compresin en +t/2 - Areas de refuerzo grandes (en el orden de 1E20) indican un error en el diseo debido a espesor insuficiente de la placa o por resistencia insuficiente del material - Se ha adoptado la cuanta mnima especificada por norma (7.12.2.1) Estados de carga que intervienen en el diseo :

CM=Carga Muerta PLACA 2 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 1 Min. 0.00 CM Sup 0.00 0.00 CM Sup 0.00 Max. 0.00 CM Inf 0.00 0.00 CM Inf 0.00 FEM: 26 Min. 0.00 CM Sup 0.00 -0.01 CM Sup 0.01 Max. 0.00 CM Inf 0.00 -0.01 CM Inf 0.00 FEM: 29 Min. -0.01 CM Sup 0.01 0.00 CM Sup 0.00 Max. -0.01 CM Inf 0.00 0.00 CM Inf 0.00 FEM: 30 Min. 0.04 CM Sup 0.00 0.04 CM Sup 0.00 Max. 0.04 CM Inf 0.05 0.04 CM Inf 0.06 6 Min. 0.02 CM Sup 0.00 0.00 CM Sup 0.00 Max. 0.02 CM Inf 0.03 0.00 CM Inf 0.00 FEM: 28 Min. -0.01 CM Sup 0.02 0.00 CM Sup 0.01 Max. -0.01 CM Inf 0.00 0.00 CM Inf 0.00 5 Min. 0.00 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.00 CM Inf 0.00 0.01 CM Inf 0.01 FEM: 27 Min. -0.02 CM Sup 0.03 -0.05 CM Sup 0.08 Max. -0.02 CM Inf 0.00 -0.05 CM Inf 0.00 7 Min. 0.04 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.04 CM Inf 0.07 0.01 CM Inf 0.01 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 3 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 5 Min. 0.00 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.00 CM Inf 0.00 0.01 CM Inf 0.01 FEM: 31 Min. 0.00 CM Sup 0.00 -0.01 CM Sup 0.01 Max. 0.00 CM Inf 0.00 -0.01 CM Inf 0.00 FEM: 27 Min. -0.02 CM Sup 0.03 -0.05 CM Sup 0.08 Max. -0.02 CM Inf 0.00 -0.05 CM Inf 0.00 FEM: 34 Min. 0.03 CM Sup 0.00 0.06 CM Sup 0.00

Max. 0.03 CM Inf 0.05 0.06 CM Inf 0.09 7 Min. 0.04 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.04 CM Inf 0.06 0.01 CM Inf 0.01 FEM: 33 Min. 0.04 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.04 CM Inf 0.06 0.01 CM Inf 0.01 8 Min. 0.00 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.00 CM Inf 0.00 0.01 CM Inf 0.01 FEM: 32 Min. -0.03 CM Sup 0.05 -0.06 CM Sup 0.09 Max. -0.03 CM Inf 0.00 -0.06 CM Inf 0.00 9 Min. 0.08 CM Sup 0.00 0.02 CM Sup 0.00 Max. 0.08 CM Inf 0.12 0.02 CM Inf 0.02 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 4 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 8 Min. 0.00 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.00 CM Inf 0.00 0.01 CM Inf 0.01 FEM: 35 Min. 0.00 CM Sup 0.00 -0.01 CM Sup 0.01 Max. 0.00 CM Inf 0.00 -0.01 CM Inf 0.00 FEM: 32 Min. -0.03 CM Sup 0.05 -0.06 CM Sup 0.09 Max. -0.03 CM Inf 0.00 -0.06 CM Inf 0.00 FEM: 38 Min. 0.03 CM Sup 0.00 0.06 CM Sup 0.00 Max. 0.03 CM Inf 0.05 0.06 CM Inf 0.09 9 Min. 0.08 CM Sup 0.00 0.02 CM Sup 0.00 Max. 0.08 CM Inf 0.12 0.02 CM Inf 0.02 FEM: 37 Min. 0.04 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.04 CM Inf 0.06 0.01 CM Inf 0.01 10 Min. 0.00 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.00 CM Inf 0.00 0.01 CM Inf 0.01 FEM: 36 Min. -0.02 CM Sup 0.03 -0.05 CM Sup 0.08 Max. -0.02 CM Inf 0.00 -0.05 CM Inf 0.00 11 Min. 0.04 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.04 CM Inf 0.06 0.01 CM Inf 0.01 ---------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 5 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 10 Min. 0.00 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.00 CM Inf 0.00 0.01 CM Inf 0.01 FEM: 39 Min. 0.00 CM Sup 0.00 -0.01 CM Sup 0.01 Max. 0.00 CM Inf 0.00 -0.01 CM Inf 0.00 FEM: 36 Min. -0.02 CM Sup 0.03 -0.05 CM Sup 0.08 Max. -0.02 CM Inf 0.00 -0.05 CM Inf 0.00 FEM: 42 Min. 0.04 CM Sup 0.00 0.04 CM Sup 0.00 Max. 0.04 CM Inf 0.05 0.04 CM Inf 0.06 11 Min. 0.04 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.04 CM Inf 0.07 0.01 CM Inf 0.01 FEM: 41 Min. -0.01 CM Sup 0.02 0.00 CM Sup 0.01 Max. -0.01 CM Inf 0.00 0.00 CM Inf 0.00 2 Min. 0.00 CM Sup 0.00 0.00 CM Sup 0.00 Max. 0.00 CM Inf 0.00 0.00 CM Inf 0.00 FEM: 40 Min. -0.01 CM Sup 0.01 0.00 CM Sup 0.00 Max. -0.01 CM Inf 0.00 0.00 CM Inf 0.00 12 Min. 0.02 CM Sup 0.00 0.00 CM Sup 0.00 Max. 0.02 CM Inf 0.03 0.00 CM Inf 0.00 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 6 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 6 Min. 0.03 CM Sup 0.00 0.00 CM Sup 0.00 Max. 0.03 CM Inf 0.04 0.00 CM Inf 0.01 FEM: 28 Min. -0.02 CM Sup 0.03 0.00 CM Sup 0.01 Max. -0.02 CM Inf 0.00 0.00 CM Inf 0.00 FEM: 45 Min. -0.09 CM Sup 0.13 -0.01 CM Sup 0.01 Max. -0.09 CM Inf 0.00 -0.01 CM Inf 0.00 FEM: 46 Min. 0.10 CM Sup 0.00 0.03 CM Sup 0.00 Max. 0.10 CM Inf 0.15 0.03 CM Inf 0.05

13 Min. 0.32 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.32 CM Inf 0.46 0.01 CM Inf 0.02 FEM: 44 Min. 0.04 CM Sup 0.00 -0.04 CM Sup 0.06 Max. 0.04 CM Inf 0.06 -0.04 CM Inf 0.00 7 Min. 0.04 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.04 CM Inf 0.06 0.01 CM Inf 0.01 FEM: 43 Min. 0.11 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.11 CM Inf 0.16 0.01 CM Inf 0.01 14 Min. 0.00 CM Sup 0.00 -0.02 CM Sup 0.03 Max. 0.00 CM Inf 0.00 -0.02 CM Inf 0.00 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 7 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 7 Min. 0.04 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.04 CM Inf 0.06 0.01 CM Inf 0.01 FEM: 33 Min. 0.05 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.05 CM Inf 0.07 0.01 CM Inf 0.01 FEM: 43 Min. 0.11 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.11 CM Inf 0.16 0.01 CM Inf 0.01 FEM: 49 Min. 0.11 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.11 CM Inf 0.16 0.01 CM Inf 0.01 14 Min. 0.00 CM Sup 0.00 -0.03 CM Sup 0.04 Max. 0.00 CM Inf 0.00 -0.03 CM Inf 0.00 FEM: 48 Min. -0.02 CM Sup 0.03 -0.03 CM Sup 0.04 Max. -0.02 CM Inf 0.00 -0.03 CM Inf 0.00 9 Min. 0.08 CM Sup 0.00 0.02 CM Sup 0.00 Max. 0.08 CM Inf 0.11 0.02 CM Inf 0.02 FEM: 47 Min. 0.11 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.11 CM Inf 0.16 0.01 CM Inf 0.02 15 Min. -0.03 CM Sup 0.04 -0.03 CM Sup 0.04 Max. -0.03 CM Inf 0.00 -0.03 CM Inf 0.00 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 8 Espesor = 20.00[cm]

Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 9 Min. 0.08 CM Sup 0.00 0.02 CM Sup 0.00 Max. 0.08 CM Inf 0.11 0.02 CM Inf 0.02 FEM: 37 Min. 0.05 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.05 CM Inf 0.07 0.01 CM Inf 0.01 FEM: 47 Min. 0.11 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.11 CM Inf 0.16 0.01 CM Inf 0.02 FEM: 52 Min. 0.11 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.11 CM Inf 0.16 0.01 CM Inf 0.01 15 Min. -0.03 CM Sup 0.04 -0.03 CM Sup 0.04 Max. -0.03 CM Inf 0.00 -0.03 CM Inf 0.00 FEM: 51 Min. -0.02 CM Sup 0.03 -0.03 CM Sup 0.04 Max. -0.02 CM Inf 0.00 -0.03 CM Inf 0.00 11 Min. 0.04 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.04 CM Inf 0.06 0.01 CM Inf 0.01 FEM: 50 Min. 0.11 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.11 CM Inf 0.16 0.01 CM Inf 0.01 16 Min. 0.00 CM Sup 0.00 -0.03 CM Sup 0.04 Max. 0.00 CM Inf 0.00 -0.03 CM Inf 0.00 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 9 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 11 Min. 0.04 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.04 CM Inf 0.06 0.01 CM Inf 0.01 FEM: 41 Min. -0.02 CM Sup 0.03 0.00 CM Sup 0.01 Max. -0.02 CM Inf 0.00 0.00 CM Inf 0.00 FEM: 50 Min. 0.11 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.11 CM Inf 0.16 0.01 CM Inf 0.01 FEM: 55 Min. 0.10 CM Sup 0.00 0.03 CM Sup 0.00 Max. 0.10 CM Inf 0.15 0.03 CM Inf 0.05 16 Min. 0.00 CM Sup 0.00 -0.02 CM Sup 0.03

Max. 0.00 CM Inf 0.00 -0.02 CM Inf 0.00 FEM: 54 Min. 0.04 CM Sup 0.00 -0.04 CM Sup 0.06 Max. 0.04 CM Inf 0.06 -0.04 CM Inf 0.00 12 Min. 0.03 CM Sup 0.00 0.00 CM Sup 0.00 Max. 0.03 CM Inf 0.04 0.00 CM Inf 0.01 FEM: 53 Min. -0.09 CM Sup 0.13 -0.01 CM Sup 0.01 Max. -0.09 CM Inf 0.00 -0.01 CM Inf 0.00 17 Min. 0.32 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.32 CM Inf 0.46 0.01 CM Inf 0.02 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 10 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 13 Min. 0.31 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.31 CM Inf 0.45 0.01 CM Inf 0.01 FEM: 44 Min. 0.04 CM Sup 0.00 -0.04 CM Sup 0.06 Max. 0.04 CM Inf 0.06 -0.04 CM Inf 0.00 FEM: 58 Min. -0.32 CM Sup 0.46 0.00 CM Sup 0.01 Max. -0.32 CM Inf 0.00 0.00 CM Inf 0.00 FEM: 59 Min. -0.26 CM Sup 0.39 -0.07 CM Sup 0.10 Max. -0.26 CM Inf 0.00 -0.07 CM Inf 0.00 18 Min. -0.72 CM Sup 1.07 0.00 CM Sup 0.00 Max. -0.72 CM Inf 0.00 0.00 CM Inf 0.00 FEM: 57 Min. -0.88 CM Sup 1.29 -0.21 CM Sup 0.31 Max. -0.88 CM Inf 0.00 -0.21 CM Inf 0.00 14 Min. 0.00 CM Sup 0.00 -0.02 CM Sup 0.03 Max. 0.00 CM Inf 0.00 -0.02 CM Inf 0.00 FEM: 56 Min. -0.33 CM Sup 0.49 -0.10 CM Sup 0.14 Max. -0.33 CM Inf 0.00 -0.10 CM Inf 0.00 19 Min. -0.88 CM Sup 1.31 -0.17 CM Sup 0.25 Max. -0.88 CM Inf 0.00 -0.17 CM Inf 0.00 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 11 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 14 Min. 0.00 CM Sup 0.00 -0.03 CM Sup 0.04 Max. 0.00 CM Inf 0.00 -0.03 CM Inf 0.00 FEM: 48 Min. -0.02 CM Sup 0.03 -0.03 CM Sup 0.04 Max. -0.02 CM Inf 0.00 -0.03 CM Inf 0.00 FEM: 56 Min. -0.33 CM Sup 0.49 -0.10 CM Sup 0.14 Max. -0.33 CM Inf 0.00 -0.10 CM Inf 0.00 FEM: 62 Min. -0.36 CM Sup 0.53 -0.09 CM Sup 0.13 Max. -0.36 CM Inf 0.00 -0.09 CM Inf 0.00 19 Min. -0.88 CM Sup 1.31 -0.17 CM Sup 0.25 Max. -0.88 CM Inf 0.00 -0.17 CM Inf 0.00 FEM: 61 Min. -0.92 CM Sup 1.36 -0.19 CM Sup 0.27 Max. -0.92 CM Inf 0.00 -0.19 CM Inf 0.00 15 Min. -0.03 CM Sup 0.04 -0.03 CM Sup 0.04 Max. -0.03 CM Inf 0.00 -0.03 CM Inf 0.00 FEM: 60 Min. -0.37 CM Sup 0.54 -0.09 CM Sup 0.13 Max. -0.37 CM Inf 0.00 -0.09 CM Inf 0.00 20 Min. -0.92 CM Sup 1.36 -0.18 CM Sup 0.27 Max. -0.92 CM Inf 0.00 -0.18 CM Inf 0.00 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 12 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 15 Min. -0.03 CM Sup 0.04 -0.03 CM Sup 0.04 Max. -0.03 CM Inf 0.00 -0.03 CM Inf 0.00 FEM: 51 Min. -0.02 CM Sup 0.03 -0.03 CM Sup 0.04 Max. -0.02 CM Inf 0.00 -0.03 CM Inf 0.00 FEM: 60 Min. -0.37 CM Sup 0.54 -0.09 CM Sup 0.13 Max. -0.37 CM Inf 0.00 -0.09 CM Inf 0.00 FEM: 65 Min. -0.36 CM Sup 0.53 -0.09 CM Sup 0.13 Max. -0.36 CM Inf 0.00 -0.09 CM Inf 0.00 20 Min. -0.92 CM Sup 1.36 -0.18 CM Sup 0.27 Max. -0.92 CM Inf 0.00 -0.18 CM Inf 0.00

FEM: 64 Min. -0.92 CM Sup 1.36 -0.19 CM Sup 0.27 Max. -0.92 CM Inf 0.00 -0.19 CM Inf 0.00 16 Min. 0.00 CM Sup 0.00 -0.03 CM Sup 0.04 Max. 0.00 CM Inf 0.00 -0.03 CM Inf 0.00 FEM: 63 Min. -0.33 CM Sup 0.49 -0.10 CM Sup 0.14 Max. -0.33 CM Inf 0.00 -0.10 CM Inf 0.00 21 Min. -0.88 CM Sup 1.31 -0.17 CM Sup 0.25 Max. -0.88 CM Inf 0.00 -0.17 CM Inf 0.00 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 13 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 16 Min. 0.00 CM Sup 0.00 -0.02 CM Sup 0.03 Max. 0.00 CM Inf 0.00 -0.02 CM Inf 0.00 FEM: 54 Min. 0.04 CM Sup 0.00 -0.04 CM Sup 0.06 Max. 0.04 CM Inf 0.06 -0.04 CM Inf 0.00 FEM: 63 Min. -0.33 CM Sup 0.49 -0.10 CM Sup 0.14 Max. -0.33 CM Inf 0.00 -0.10 CM Inf 0.00 FEM: 68 Min. -0.26 CM Sup 0.39 -0.07 CM Sup 0.10 Max. -0.26 CM Inf 0.00 -0.07 CM Inf 0.00 21 Min. -0.88 CM Sup 1.31 -0.17 CM Sup 0.25 Max. -0.88 CM Inf 0.00 -0.17 CM Inf 0.00 FEM: 67 Min. -0.88 CM Sup 1.29 -0.21 CM Sup 0.31 Max. -0.88 CM Inf 0.00 -0.21 CM Inf 0.00 17 Min. 0.31 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.31 CM Inf 0.45 0.01 CM Inf 0.01 FEM: 66 Min. -0.32 CM Sup 0.46 0.00 CM Sup 0.01 Max. -0.32 CM Inf 0.00 0.00 CM Inf 0.00 22 Min. -0.72 CM Sup 1.07 0.00 CM Sup 0.00 Max. -0.72 CM Inf 0.00 0.00 CM Inf 0.00 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 14 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------- 18 Min. -0.72 CM Sup 1.07 0.00 CM Sup 0.00 Max. -0.72 CM Inf 0.00 0.00 CM Inf 0.00 FEM: 57 Min. -0.88 CM Sup 1.29 -0.21 CM Sup 0.31 Max. -0.88 CM Inf 0.00 -0.21 CM Inf 0.00 FEM: 71 Min. -0.35 CM Sup 0.52 -0.01 CM Sup 0.01 Max. -0.35 CM Inf 0.00 -0.01 CM Inf 0.00 FEM: 72 Min. -0.31 CM Sup 0.45 -0.04 CM Sup 0.06 Max. -0.31 CM Inf 0.00 -0.04 CM Inf 0.00 3 Min. 0.01 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.01 CM Inf 0.01 0.01 CM Inf 0.02 FEM: 70 Min. -0.01 CM Sup 0.01 -0.09 CM Sup 0.13 Max. -0.01 CM Inf 0.00 -0.09 CM Inf 0.00 19 Min. -0.88 CM Sup 1.30 -0.17 CM Sup 0.24 Max. -0.88 CM Inf 0.00 -0.17 CM Inf 0.00 FEM: 69 Min. -0.37 CM Sup 0.54 -0.04 CM Sup 0.06 Max. -0.37 CM Inf 0.00 -0.04 CM Inf 0.00 23 Min. 0.01 CM Sup 0.00 0.26 CM Sup 0.00 Max. 0.01 CM Inf 0.01 0.26 CM Inf 0.38 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 15 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 19 Min. -0.88 CM Sup 1.30 -0.17 CM Sup 0.25 Max. -0.88 CM Inf 0.00 -0.17 CM Inf 0.00 FEM: 61 Min. -0.92 CM Sup 1.36 -0.19 CM Sup 0.27 Max. -0.92 CM Inf 0.00 -0.19 CM Inf 0.00 FEM: 69 Min. -0.37 CM Sup 0.54 -0.04 CM Sup 0.06 Max. -0.37 CM Inf 0.00 -0.04 CM Inf 0.00 FEM: 75 Min. -0.34 CM Sup 0.50 -0.03 CM Sup 0.05 Max. -0.34 CM Inf 0.00 -0.03 CM Inf 0.00 23 Min. 0.01 CM Sup 0.00 0.26 CM Sup 0.00 Max. 0.01 CM Inf 0.01 0.26 CM Inf 0.38 FEM: 74 Min. -0.01 CM Sup 0.01 -0.10 CM Sup 0.14

Max. -0.01 CM Inf 0.00 -0.10 CM Inf 0.00 20 Min. -0.92 CM Sup 1.36 -0.18 CM Sup 0.27 Max. -0.92 CM Inf 0.00 -0.18 CM Inf 0.00 FEM: 73 Min. -0.38 CM Sup 0.56 -0.04 CM Sup 0.06 Max. -0.38 CM Inf 0.00 -0.04 CM Inf 0.00 24 Min. 0.01 CM Sup 0.00 0.25 CM Sup 0.00 Max. 0.01 CM Inf 0.01 0.25 CM Inf 0.37 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 16 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] --------------------------------------------------------------------------------------------------------------------------------------------------------- 20 Min. -0.92 CM Sup 1.36 -0.18 CM Sup 0.27 Max. -0.92 CM Inf 0.00 -0.18 CM Inf 0.00 FEM: 64 Min. -0.92 CM Sup 1.36 -0.19 CM Sup 0.27 Max. -0.92 CM Inf 0.00 -0.19 CM Inf 0.00 FEM: 73 Min. -0.38 CM Sup 0.56 -0.04 CM Sup 0.06 Max. -0.38 CM Inf 0.00 -0.04 CM Inf 0.00 FEM: 78 Min. -0.34 CM Sup 0.50 -0.03 CM Sup 0.05 Max. -0.34 CM Inf 0.00 -0.03 CM Inf 0.00 24 Min. 0.01 CM Sup 0.00 0.25 CM Sup 0.00 Max. 0.01 CM Inf 0.01 0.25 CM Inf 0.37 FEM: 77 Min. -0.01 CM Sup 0.01 -0.10 CM Sup 0.14 Max. -0.01 CM Inf 0.00 -0.10 CM Inf 0.00 21 Min. -0.88 CM Sup 1.30 -0.17 CM Sup 0.25 Max. -0.88 CM Inf 0.00 -0.17 CM Inf 0.00 FEM: 76 Min. -0.37 CM Sup 0.54 -0.04 CM Sup 0.06 Max. -0.37 CM Inf 0.00 -0.04 CM Inf 0.00 25 Min. 0.01 CM Sup 0.00 0.26 CM Sup 0.00 Max. 0.01 CM Inf 0.01 0.26 CM Inf 0.38 --------------------------------------------------------------------------------------------------------------------------------------------------------- PLACA 17 Espesor = 20.00[cm] Recubrimiento Mecnico = 2.00[cm] As paralelo a 3' As paralelo a 1' M11' ec As3' M33' ec As1' Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m] ---------------------------------------------------------------------------------------------------------------------------------------------------------

21 Min. -0.88 CM Sup 1.30 -0.17 CM Sup 0.24 Max. -0.88 CM Inf 0.00 -0.17 CM Inf 0.00 FEM: 67 Min. -0.88 CM Sup 1.29 -0.21 CM Sup 0.31 Max. -0.88 CM Inf 0.00 -0.21 CM Inf 0.00 FEM: 76 Min. -0.37 CM Sup 0.54 -0.04 CM Sup 0.06 Max. -0.37 CM Inf 0.00 -0.04 CM Inf 0.00 FEM: 81 Min. -0.31 CM Sup 0.45 -0.04 CM Sup 0.06 Max. -0.31 CM Inf 0.00 -0.04 CM Inf 0.00 25 Min. 0.01 CM Sup 0.00 0.26 CM Sup 0.00 Max. 0.01 CM Inf 0.01 0.26 CM Inf 0.38 FEM: 80 Min. -0.01 CM Sup 0.01 -0.09 CM Sup 0.13 Max. -0.01 CM Inf 0.00 -0.09 CM Inf 0.00 22 Min. -0.72 CM Sup 1.07 0.00 CM Sup 0.00 Max. -0.72 CM Inf 0.00 0.00 CM Inf 0.00 FEM: 79 Min. -0.35 CM Sup 0.52 -0.01 CM Sup 0.01 Max. -0.35 CM Inf 0.00 -0.01 CM Inf 0.00 4 Min. 0.01 CM Sup 0.00 0.01 CM Sup 0.00 Max. 0.01 CM Inf 0.01 0.01 CM Inf 0.02 ---------------------------------------------------------------------------------------------------------------------------------------------------------

Segn los resultados del programa, No necesita refuerzo para momentos a flexin

Luego suministraremos un Area de acero mnima en malla electro soldada H-131.

Atentamente,

DIEGO JAVIER SARMIENTO DIAZ Cc 10532498 de Popayn

MEMORIAL DE RESPONSABILIDAD

Yo, DIEGO JAVIER SARMIENTO DIAZ, Ingeniero Civil con matrcula profesional No. 1920224304 CAU, identificado con cdula de ciudadana No. 10532498 de Popayn, certifico que he elaborado bajo mi completa

responsabilidad el DISEO ESTRUCTURAL PLACA DEPORTIVA

EN CONCRETO HIDRAULICO, para el proyecto

CONSTRUCCIN DE CUBIERTA METALICA PARA CANCHA

MULTIPLE ESCUELA RURAL MIXTA GUILLERMO CHILITO,

MUNICIPIO DE BOLIVAR CAUCA..

En este diseo he utilizado las normas de ingeniera vigentes en las

Normas de Diseo y Construccin Sismorresistente, NSR-10.

Para constancia se firma en Popayn el da 18 de Marzo de 2.013.

DIEGO JAVIER SARMIENTO DIAZ Cc 10532498 de Popayn