memorias de calculo - restaurante la aurora - curaduria - columnas felxion
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Memorias de calculo presentadas y aprobadas por curaduriaTRANSCRIPT
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PROPIETARIO:
CESAR AUGUSTO RUEDA HERRERA
PROYECTO:
DISEÑO ESTRUCTURAL
PARA EL REFORZAMIENTO
ESTRUCTURAL DE UN INMUEBLE UBICADO EN LA CARREA 32 #33-45
BUCARAMANGA - SANTANDER
ING. CALCULISTA:
ING. ALVARO RONDON GALVIS Mat. 68202-03294 STD
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DISEÑO EDIFICACION
NORMA: REGLAMENTO COLOMBIANO DE CONSTRUCCIÓN
SISMO RESISTENTE NSR-10
ESPECIFICACIONES:
Concreto f´c = 21 Mpa (3000 psi)
Acero fx = 420 Mpa (60000 psi) Ø 3/8” (corrugado) Grupo de Uso: I
Grado de disipación de energía: DES
Capacidad portante: 29.62 Tn/m2
SISTEMA CONSTRUCTIVO: SISTEMA ESTRUCTURAL TIPO PORTICO
1. ANÁLISIS ESTRUCTURAL
ZONA DE RIESGO SÍSMICO: Alto, Bucaramanga – Santander
SISTEMA ESTRUCTURAL A OPTAR:
Sistema tipo pórtico resistente a momentos, según el reglamento colombiano de construcción sismo
resistente NSR-10.
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2. SELECCIÓN DE DIMENSIONES
DESCRIPCIÓN
El proyecto consiste en diseñar una estructura tipo pórtico destinada para ocupación de oficinas y restaurante.
El proyecto contempla el reforzamiento de un entrepiso y la construcción de otro para un total de tres (3) niveles.
La cimentación es de cimientos superficiales de tipo zapatas excéntricas con vigas de enlace y céntrica con viga de amarre.
3. CALCULO DE CARGAS
3.1 Entrepiso DETERMINACIÓN DE CARGA MUERTA
Peso por m2
Placa Maciza 2.40 Piso y Cielo Raso 1.20 Muros Divisorios 2.40
TOTAL: 6.00 KN /m2
DETERMINACIÓN CARGA VIVA
De acuerdo a la norma artículo B.4.2.1 la carga para oficina es:
C.V. C.V. C.V.
Corredores y Escaleras Oficina Restaurante
= = =
3.00 KN/m2
2.00 KN/m2
5.00 KN / m2
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3.2 Combinaciones de Cargas
W = 1.4 CM
W = 1.2 CM + 1.6 CV
W = 1.2 CM + 1.6 CV + 0.8 CW
W = 1.2 CM + 1.6 CW + 1.0 CV
W = 1.2 CM + 1.0 CV + SISMOX + SISMO Y
W = 1.20CM + 1.0 CV + SISMOX - SISMO Y
W = 1.20CM + 1.0 CV - SISMOX - SISMO Y
W = 1.20CM + 1.0 CV - SISMOX + SISMO Y
W = 1.20CM + 1.0 CV + SISMOY + SISMO X
W = 1.20CM + 1.0 CV + SISMOY - SISMO X
W = 1.20CM + 1.0 CV - SISMOY - SISMO X
W = 1.20CM + 1.0 CV SISMOY + SISMO X
W = 0.90 CM + 1.6 CW
W = 0.90 CM + SISMOX + SISMO Y
W = 0.90 CM + SISMOX - SISMO Y
W = 0.90 CM + SISMOX - SISMO Y
W = 0.90 CM + SISMOX + SISMO Y
W = 0.90 CM + SISMOY + SISMO X
W = 0.90 CM + SISMOY - SISMO X
W = 0.90 CM + SISMOY - SISMO X
W = 0.90 CM + SISMOY + SISMO X
3.3 Columnas
Se aplica el numeral C.21.5.1.1 del NSR-10 para miembros sometidos a flexión en pórticos especiales resistentes a momentos (DES), y el numeral C.21.5.1.3 del NSR-10 para su dimensionamiento en 4 columnas,.
Pu 23949.376 Kg
Ag x F’c / 10 26250 Kg
Elemento sometido a Flexión
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4. ANÁLISIS SÍSMICO
Preliminares
Chequeo Irregularidad en planta
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Chequeo Irregularidad en altura
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Método de análisis a utilizar:
> Método del análisis dinámico elástico
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A. Definición Zona de Amenaza Sísmica
> BUCARAMANGA: ALTA
B. Definición de Grupo de Uso
Grupo IV — Edificaciones indispensables — Son aquellas edificaciones de atención a la comunidad que deben funcionar durante y después de un sismo, y cuya operación no puede ser trasladada rápidamente a un lugar alterno.
Grupo III — Edificaciones de atención a la comunidad — Este grupo comprende aquellas edificaciones, y sus accesos, que son indispensables después de un temblor para atender la emergencia y preservar la salud y la seguridad de las personas, exceptuando las incluidas en el grupo IV.
Grupo II — Estructuras de ocupación especial — Cubre las siguientes estructuras: Edificaciones en donde se puedan reunir más de 200 personas en un mismo salón, almacenes y centros comerciales con más de 500 m² por piso, Edificaciones donde trabajen o residan más de 3000 personas.
Grupo I — Estructuras de ocupación normal — Todas la edificaciones cubiertas por el alcance de este Reglamento, pero que no se han incluido en los Grupos II, III y IV.
> GRUPO DE USO: I
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C. Definición del Coeficiente de Importancia
> IMPORTANCIA I = 1.00
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ANALISIS SISMICO
ANALISIS SISMICO DINAMICO MODAL ESPECTRAL
P A R A M E T R O S S I S M I C O S
Aa 0.25
Av 0.25
ZONA DE RIESGO SISMICO ALTO
Ae 0.15
Ad 0.09
Tipo de Suelo C
Fa 1.15
Fv 1.55
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PERIODO FUNDAMENTAL DE LA EDIFICACION
h 9.04 m
Ct 0.047
α 0.75
Ta 0.26 S
Cu 1.285
Tmax (Cu*Ta) 0.33 S
T (Fundamental) 2.93 S
FACTOR DE IMPORTANCIA DE LA ESTRUCTURA
GRUPO DE USO I 1.00
ESTRUCTURA DE OCUPACION NORMAL
ESPECTRO DE ACELERACIONES SISMICAS EN BUCARAMANGA – SANTANDER PARA UN GRUPO DE USO I
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ESPECTRO SISMICO NSR10 SAP2000 csi
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ANALISIS DE DERIVAS Se verifico el cumplimiento de los desplazamientos relativos entre cada entrepiso, en el centro de masa de cada entrepiso.
PUNTOS EVALUADOS ENTREPISOS
1. PRIMER ENTREPISO
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Tabla de derivas Sap2000 csi.
TABLE: Joint Displacements
Altura de Entrepiso: 2.50 M
Joint OutputCase U1 U2 Deriva Max /
Piso Chequeo
Text Text m m m
25 SISMO X 0.0004 0.0002 0.25 Ok
29 SISMO X 0.0004 0.0001 0.25 Ok
41 SISMO X 0.0004 0.0000 0.25 Ok
49 SISMO X 0.0005 0.0002 0.25 Ok
53 SISMO X 0.0005 0.0001 0.25 Ok
Tabla 1 - Cuadro de Derivas Primer Entrepiso
TABLE: Joint Displacements
Altura de Entrepiso: 2.50 M
Joint OutputCase U1 U2 Deriva Max /
Piso Chequeo
Text Text m m m
25 SISMO Y 0.0002 0.001 0.25 Ok
29 SISMO Y 0.0002 0.001 0.25 Ok
41 SISMO Y 0.0000 0.001 0.25 Ok
49 SISMO Y 0.0002 0.001 0.25 Ok
53 SISMO Y 0.0002 0.001 0.25 Ok
Tabla 2 - Cuadro de Derivas Primer Entrepiso
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2. SEGUNDO ENTREPISO
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Tabla de derivas Sap2000 csi.
TABLE: Joint Displacements
Altura de Entrepiso: 2.50 M
Joint OutputCase U1 U2 Deriva Max /
Piso Chequeo
Text Text m m m
56 SISMO X 0.0004 0.0002 0.25 Ok
60 SISMO X 0.0004 0.0001 0.25 Ok
72 SISMO X 0.0004 0.0000 0.25 Ok
80 SISMO X 0.0005 0.0002 0.25 Ok
84 SISMO X 0.0005 0.0001 0.25 Ok
Tabla 3 - Cuadro de Derivas Segundo Entrepiso
TABLE: Joint Displacements
Altura de Entrepiso: 2.50 M
Joint OutputCase U1 U2 Deriva Max /
Piso Chequeo
Text Text m m m
56 SISMO Y 0.0002 0.001 0.25 Ok
60 SISMO Y 0.0002 0.001 0.25 Ok
72 SISMO Y 0.0000 0.001 0.25 Ok
80 SISMO Y 0.0002 0.001 0.25 Ok
84 SISMO Y 0.0002 0.001 0.25 Ok
Tabla 4 - Cuadro de Derivas Segundo Entrepiso
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6. DIAGRAMAS
Diagrama 1 - Diagrama de Cortantes Ton
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Diagrama 2 - Diagrama de Momentos Ton/M
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Diagrama 3 – Carga Muerta Ton/M
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Diagrama 4 – Carga Viva Ton/M
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DISEÑO DE CIMENTACION – RESTAURANTE LA
AURORA
El diseño de la cimentación, modelado en el software SAFE Csi V12, software de la familia SAP2000 Csi en el cual se modelo la edificación
y se exportaron hacia SAFE Csi V12 las reacciones de diseño de la cimentación, axiales y momentos.
Se determinó el diseño de Zapatas Excéntricas con vigas de enlace y céntricas con vigas de amarre, así se optimizan costos en volúmenes de concreto y acero, y a su vez se garantiza una transferencia de cargas ideal al terreno. La capacidad portante de diseño asumida ya, que no se entregaron estudios de suelos fue de:
qad = 29.62 Ton/m2, y cimentando hasta encontrar suelo firme.
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MODELO ESTRUCTURAL SAP2000 csi
PARA UNA CAPACIDAD ADMISIBLE DE:
qad = 29.62 Ton/m2 =2.962 Kg/cm2,
Capacidad asumida ya que no se entregaron estudios de suelos
SE OBTIENE UN MODULO DE BALASTRO DE 4.55 Kg/cm3.
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PLANTA EXTRUIDA CIMENTACION SAFE csi
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DIAGRAMA DE PRESIONES EN EL SUELO SAFE csi
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DIAGRAMA DE CORTANTES [Ton]
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DIAGRAMA DE MOMENTOS [Ton-M]
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DISEÑO DE CIMIENTOS Y VIGAS DE ENLACE
ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA1 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB1 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB2 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB3 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB4 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB5 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB6 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB7 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB8 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB9 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB10 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB11 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB12 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB13 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB14 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB15 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB16 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB17 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB18 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB19 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB20 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB21 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB22 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB23 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSB24 Length = 1 m Distance to Top Rebar Center = 0.043575 m Distance to Bot Rebar Center = 0.043575 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA2 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA3 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA4 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA5 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA6 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA7 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA8 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA9 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA10 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA11 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA12 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA13 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA14 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA15 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA16 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA17 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA19 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA20 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA21 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA22 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA23 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA24 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Strip Design
Geometric Properties Combination = Overall Envelope Strip Label = CSA18 Length = 1 m Distance to Top Rebar Center = 0.024525 m Distance to Bot Rebar Center = 0.024525 m
Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 1 Section Property = Viga Amarre 30x30 Length = 3.2 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 2 Section Property = Viga Amarre 30x30 Length = 2.25 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 3 Section Property = Viga Amarre 30x30 Length = 2.15 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 4 Section Property = Viga Amarre 30x30 Length = 1.2 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 5 Section Property = Viga Amarre 30x30 Length = 2.77865 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 6 Section Property = Viga Amarre 30x30 Length = 3.2 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 7 Section Property = Viga Amarre 30x30 Length = 2.25 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 8 Section Property = Viga Amarre 30x30 Length = 2.15 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 9 Section Property = Viga Amarre 30x30 Length = 1.2 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 10 Section Property = Viga Amarre 30x30 Length = 3.15 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 11 Section Property = Viga Amarre 30x30 Length = 2.4 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 12 Section Property = Viga Amarre 30x30 Length = 2.4 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 13 Section Property = Viga Amarre 30x30 Length = 3.2 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 14 Section Property = Viga Amarre 30x30 Length = 2.25 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 15 Section Property = Viga Amarre 30x30 Length = 2.4 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 16 Section Property = Viga Amarre 30x30 Length = 2.15 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 17 Section Property = Viga Amarre 30x30 Length = 2.4 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 18 Section Property = Viga Amarre 30x30 Length = 1.2 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 19 Section Property = Viga Amarre 30x30 Length = 2.4 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 20 Section Property = Viga Amarre 30x30 Length = 2.37135 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 21 Section Property = Viga Amarre 30x30 Length = 2.43432 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 23 Section Property = Viga Amarre 30x30 Length = 3.2 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 24 Section Property = Viga Amarre 30x30 Length = 2.25 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 25 Section Property = Viga Amarre 30x30 Length = 2.15 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 26 Section Property = Viga Amarre 30x30 Length = 1.2 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 27 Section Property = Viga Amarre 30x30 Length = 2 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 28 Section Property = Viga Enlace 30x30 Length = 1.6 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 29 Section Property = Viga Enlace 30x30 Length = 1.6 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 30 Section Property = Viga Enlace 30x30 Length = 1.6 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 31 Section Property = Viga Enlace 30x30 Length = 1.6 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 32 Section Property = Viga Enlace 30x30 Length = 1.6 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 33 Section Property = Viga Enlace 30x30 Length = 1.6 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 34 Section Property = Viga Enlace 30x30 Length = 1.6 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 35 Section Property = Viga Enlace 30x30 Length = 1.6 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 36 Section Property = Viga Enlace 30x30 Length = 1.6 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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Geometric Properties Combination = Overall Envelope Beam Label = 37 Section Property = Viga Enlace 30x30 Length = 1.6 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 38 Section Property = Viga Enlace 30x30 Length = 1.64253 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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ACI 318-08 Concrete Beam Design
Geometric Properties Combination = Overall Envelope Beam Label = 39 Section Property = Viga Enlace 30x30 Length = 1.64253 m Section Width = 0.3 m Section Depth = 0.3 m Distance to Top Rebar Center = 0.05 m Distance to Bot Rebar Center = 0.05 m Material Properties Concrete Comp. Strength = 2109.21 Tonf/m2 Concrete Modulus = 2194996.43 Tonf/m2 Longitudinal Rebar Yield = 40788.65 Tonf/m2 Shear Rebar Yield = 40788.65 Tonf/m2
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6.5. Punching check/design
Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3
Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3
Point GlobalX GlobalY Location Perimeter Depth Status Ratio
m m m m
7 16.95000 9.60000 Corner 1.166150 0.315950 OK 0.093818
26 15.80000 0.00000 Corner 1.166150 0.315950 OK 0.077418
30 16.17135 3.10000 Edge 2.332100 0.315950 OK 0.033255
31 16.57865 6.50000 Edge 2.332100 0.315950 OK 0.036217
175 0.00000 0.00000 Corner 1.166150 0.315950 OK 0.096335
176 0.00000 3.10000 Edge 2.332100 0.315950 OK 0.038749
177 0.00000 6.50000 Edge 2.332100 0.315950 OK 0.038749
178 0.00000 9.60000 Corner 1.166150 0.315950 OK 0.096335
179 4.20000 0.00000 Corner 1.166150 0.315950 OK 0.128101
180 4.20000 3.10000 Interior 2.863800 0.315950 OK 0.029753
182 4.20000 6.50000 Interior 2.663800 0.315950 OK 0.035923
183 4.20000 9.60000 Corner 1.166150 0.315950 OK 0.128099
184 7.45000 0.00000 Corner 1.166150 0.315950 OK 0.120533
185 7.45000 3.10000 Interior 2.863800 0.315950 OK 0.025091
186 7.45000 6.50000 Interior 2.663800 0.315950 OK 0.030021
187 7.45000 9.60000 Corner 1.166150 0.315950 OK 0.120576
188 10.60000 0.00000 Corner 1.166150 0.315950 OK 0.115247
189 10.60000 3.10000 Interior 2.663800 0.315950 OK 0.030597
190 10.60000 6.50000 Interior 2.663800 0.315950 OK 0.030569
191 10.60000 9.60000 Corner 1.166150 0.315950 OK 0.114392
192 12.80000 0.00000 Corner 1.166150 0.315950 OK 0.114862
193 12.80000 3.10000 Interior 2.663800 0.315950 OK 0.031909
194 12.80000 6.50000 Interior 2.663800 0.315950 OK 0.034502
195 12.80000 9.60000 Corner 1.166150 0.315950 OK 0.122761
Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3
Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3
Point Combo Vu ShrStrMax Mu2 ShrStrCap
Tonf Tonf/m2 Tonf-m Tonf/m2
7 DCONU1 1.6728 9.75 -0.07259 103.97
26 DCONU1 1.5256 8.05 0.07887 103.97
30 DCONU1 2.2560 3.46 0.00118 103.97
31 DCONU1 2.3386 3.77 0.01038 103.97
175 DCONU1 1.6743 10.02 0.07413 103.97
176 DCONU1 2.3824 4.03 -0.00643 103.97
177 DCONU1 2.3824 4.03 0.00643 103.97
178 DCONU1 1.6743 10.02 -0.07413 103.97
179 DCONU1 2.0001 13.32 0.17470 103.97
180 DCONU1 2.7434 3.44 -0.01392 115.53
182 DCONU1 2.7434 3.74 0.01315 103.97
183 DCONU1 2.0000 13.32 -0.17470 103.97
184 DCONU1 1.8426 12.53 0.16443 103.97
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Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3
Point Combo Vu ShrStrMax Mu2 ShrStrCap
Tonf Tonf/m2 Tonf-m Tonf/m2
185 DCONU1 2.5682 2.90 -0.01015 115.53
186 DCONU1 2.5684 3.12 0.00961 103.97
187 DCONU1 1.8435 12.54 -0.16449 103.97
188 DCONU1 1.6961 11.98 0.15475 103.97
189 DCONU1 2.3982 3.18 -0.00640 103.97
190 DCONU1 2.3918 3.18 0.00589 103.97
191 DCONU1 1.6728 11.89 -0.15321 103.97
192 DCONU1 1.6838 11.94 0.15413 103.97
193 DCONU1 2.4417 3.32 -0.00597 103.97
194 DCONU1 2.5173 3.59 0.01021 103.97
195 DCONU1 1.8562 12.76 -0.16503 103.97
Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3
Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3
Point Mu3 ReinfType NumRails StudPerRail
Tonf-m
7 0.18613 None
26 0.09831 None
30 0.07740 None
31 0.10541 None
175 -0.19877 None
176 -0.15069 None
177 -0.15069 None
178 -0.19877 None
179 0.03553 None
180 0.08110 None
182 0.08519 None
183 0.03557 None
184 0.05462 None
185 0.00283 None
186 0.00293 None
187 0.05412 None
188 0.01545 None
189 0.06291 None
190 0.06456 None
191 0.02543 None
192 -0.01001 None
193 -0.08155 None
194 -0.11468 None
195 -0.10578 None
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 175 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 0 m Global Y-Coordinate = 0 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 1.16615 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.006351 m4 Section Inertia I33 = 0.025504 m4 Section Inertia I23 = -0.006482 m4 Shear Force = 1.6743 Tonf Moment Mu2 = 0.07413 Tonf-m Moment Mu3= -0.19877 Tonf-m Max Design Shear Stress = 10.02 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.10
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 176 Column Shape = Rectangular Column Location = Edge Global X-Coordinate = 0 m Global Y-Coordinate = 3.1 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 2.3321 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.04316 m4 Section Inertia I33 = 0.070374 m4 Section Inertia I23 = 0 m4 Shear Force = 2.3824 Tonf Moment Mu2 = -0.00643 Tonf-m Moment Mu3= -0.15069 Tonf-m Max Design Shear Stress = 4.03 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.04
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 177 Column Shape = Rectangular Column Location = Edge Global X-Coordinate = 0 m Global Y-Coordinate = 6.5 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 2.3321 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.04316 m4 Section Inertia I33 = 0.070374 m4 Section Inertia I23 = 0 m4 Shear Force = 2.3824 Tonf Moment Mu2 = 0.00643 Tonf-m Moment Mu3= -0.15069 Tonf-m Max Design Shear Stress = 4.03 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.04
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 178 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 0 m Global Y-Coordinate = 9.6 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 1.16615 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.006351 m4 Section Inertia I33 = 0.025504 m4 Section Inertia I23 = 0.006482 m4 Shear Force = 1.6743 Tonf Moment Mu2 = -0.07413 Tonf-m Moment Mu3= -0.19877 Tonf-m Max Design Shear Stress = 10.02 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.10
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 179 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 4.2 m Global Y-Coordinate = 0 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 1.16615 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.002188 m4 Section Inertia I33 = 0.035191 m4 Section Inertia I23 = 0.00372 m4 Shear Force = 2.0001 Tonf Moment Mu2 = 0.1747 Tonf-m Moment Mu3= 0.03553 Tonf-m Max Design Shear Stress = 13.32 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.13
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 180 Column Shape = Rectangular Column Location = Interior Global X-Coordinate = 4.2 m Global Y-Coordinate = 3.1 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 2.8638 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.064447 m4 Section Inertia I33 = 0.097678 m4 Section Inertia I23 = 0 m4 Shear Force = 2.7434 Tonf Moment Mu2 = -0.01392 Tonf-m Moment Mu3= 0.0811 Tonf-m Max Design Shear Stress = 3.44 Tonf/m2 Conc. Shear Stress Capacity = 115.53 Tonf/m2 Punching Shear Ratio = 0.03
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 182 Column Shape = Rectangular Column Location = Interior Global X-Coordinate = 4.2 m Global Y-Coordinate = 6.5 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 2.6638 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.044258 m4 Section Inertia I33 = 0.087161 m4 Section Inertia I23 = 0 m4 Shear Force = 2.7434 Tonf Moment Mu2 = 0.01315 Tonf-m Moment Mu3= 0.08519 Tonf-m Max Design Shear Stress = 3.74 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.04
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 183 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 4.2 m Global Y-Coordinate = 9.6 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 1.16615 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.002188 m4 Section Inertia I33 = 0.035191 m4 Section Inertia I23 = -0.00372 m4 Shear Force = 2 Tonf Moment Mu2 = -0.1747 Tonf-m Moment Mu3= 0.03557 Tonf-m Max Design Shear Stress = 13.32 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.13
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 184 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 7.45 m Global Y-Coordinate = 0 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 1.16615 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.002188 m4 Section Inertia I33 = 0.035191 m4 Section Inertia I23 = -0.00372 m4 Shear Force = 1.8426 Tonf Moment Mu2 = 0.16443 Tonf-m Moment Mu3= 0.05462 Tonf-m Max Design Shear Stress = 12.53 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.12
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 185 Column Shape = Rectangular Column Location = Interior Global X-Coordinate = 7.45 m Global Y-Coordinate = 3.1 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 2.8638 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.064447 m4 Section Inertia I33 = 0.097678 m4 Section Inertia I23 = 0 m4 Shear Force = 2.5682 Tonf Moment Mu2 = -0.01015 Tonf-m Moment Mu3= 0.00283 Tonf-m Max Design Shear Stress = 2.9 Tonf/m2 Conc. Shear Stress Capacity = 115.53 Tonf/m2 Punching Shear Ratio = 0.03
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 186 Column Shape = Rectangular Column Location = Interior Global X-Coordinate = 7.45 m Global Y-Coordinate = 6.5 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 2.6638 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.044258 m4 Section Inertia I33 = 0.087161 m4 Section Inertia I23 = 0 m4 Shear Force = 2.5684 Tonf Moment Mu2 = 0.00961 Tonf-m Moment Mu3= 0.00293 Tonf-m Max Design Shear Stress = 3.12 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.03
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 187 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 7.45 m Global Y-Coordinate = 9.6 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 1.16615 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.002188 m4 Section Inertia I33 = 0.035191 m4 Section Inertia I23 = 0.00372 m4 Shear Force = 1.8435 Tonf Moment Mu2 = -0.16449 Tonf-m Moment Mu3= 0.05412 Tonf-m Max Design Shear Stress = 12.54 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.12
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 188 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 10.6 m Global Y-Coordinate = 0 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 1.16615 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.002188 m4 Section Inertia I33 = 0.035191 m4 Section Inertia I23 = 0.00372 m4 Shear Force = 1.6961 Tonf Moment Mu2 = 0.15475 Tonf-m Moment Mu3= 0.01545 Tonf-m Max Design Shear Stress = 11.98 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.12
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 189 Column Shape = Rectangular Column Location = Interior Global X-Coordinate = 10.6 m Global Y-Coordinate = 3.1 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 2.6638 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.044258 m4 Section Inertia I33 = 0.087161 m4 Section Inertia I23 = 0 m4 Shear Force = 2.3982 Tonf Moment Mu2 = -0.0064 Tonf-m Moment Mu3= 0.06291 Tonf-m Max Design Shear Stress = 3.18 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.03
Column Punching Perimeter
![Page 215: Memorias de Calculo - Restaurante La Aurora - Curaduria - Columnas Felxion](https://reader033.vdocuments.pub/reader033/viewer/2022051019/5695d32f1a28ab9b029d197b/html5/thumbnails/215.jpg)
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 190 Column Shape = Rectangular Column Location = Interior Global X-Coordinate = 10.6 m Global Y-Coordinate = 6.5 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 2.6638 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.044258 m4 Section Inertia I33 = 0.087161 m4 Section Inertia I23 = 0 m4 Shear Force = 2.3918 Tonf Moment Mu2 = 0.00589 Tonf-m Moment Mu3= 0.06456 Tonf-m Max Design Shear Stress = 3.18 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.03
Column Punching Perimeter
![Page 216: Memorias de Calculo - Restaurante La Aurora - Curaduria - Columnas Felxion](https://reader033.vdocuments.pub/reader033/viewer/2022051019/5695d32f1a28ab9b029d197b/html5/thumbnails/216.jpg)
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 191 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 10.6 m Global Y-Coordinate = 9.6 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 1.16615 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.002188 m4 Section Inertia I33 = 0.035191 m4 Section Inertia I23 = -0.00372 m4 Shear Force = 1.6728 Tonf Moment Mu2 = -0.15321 Tonf-m Moment Mu3= 0.02543 Tonf-m Max Design Shear Stress = 11.89 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.11
Column Punching Perimeter
![Page 217: Memorias de Calculo - Restaurante La Aurora - Curaduria - Columnas Felxion](https://reader033.vdocuments.pub/reader033/viewer/2022051019/5695d32f1a28ab9b029d197b/html5/thumbnails/217.jpg)
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 192 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 12.8 m Global Y-Coordinate = 0 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 1.16615 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.002188 m4 Section Inertia I33 = 0.035191 m4 Section Inertia I23 = -0.00372 m4 Shear Force = 1.6838 Tonf Moment Mu2 = 0.15413 Tonf-m Moment Mu3= -0.01001 Tonf-m Max Design Shear Stress = 11.94 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.11
Column Punching Perimeter
![Page 218: Memorias de Calculo - Restaurante La Aurora - Curaduria - Columnas Felxion](https://reader033.vdocuments.pub/reader033/viewer/2022051019/5695d32f1a28ab9b029d197b/html5/thumbnails/218.jpg)
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 193 Column Shape = Rectangular Column Location = Interior Global X-Coordinate = 12.8 m Global Y-Coordinate = 3.1 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 2.6638 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.044258 m4 Section Inertia I33 = 0.087161 m4 Section Inertia I23 = 0 m4 Shear Force = 2.4417 Tonf Moment Mu2 = -0.00597 Tonf-m Moment Mu3= -0.08155 Tonf-m Max Design Shear Stress = 3.32 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.03
Column Punching Perimeter
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 194 Column Shape = Rectangular Column Location = Interior Global X-Coordinate = 12.8 m Global Y-Coordinate = 6.5 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 2.6638 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.044258 m4 Section Inertia I33 = 0.087161 m4 Section Inertia I23 = 0 m4 Shear Force = 2.5173 Tonf Moment Mu2 = 0.01021 Tonf-m Moment Mu3= -0.11468 Tonf-m Max Design Shear Stress = 3.59 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.03
Column Punching Perimeter
![Page 220: Memorias de Calculo - Restaurante La Aurora - Curaduria - Columnas Felxion](https://reader033.vdocuments.pub/reader033/viewer/2022051019/5695d32f1a28ab9b029d197b/html5/thumbnails/220.jpg)
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 195 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 12.8 m Global Y-Coordinate = 9.6 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 1.16615 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.002188 m4 Section Inertia I33 = 0.035191 m4 Section Inertia I23 = 0.00372 m4 Shear Force = 1.8562 Tonf Moment Mu2 = -0.16503 Tonf-m Moment Mu3= -0.10578 Tonf-m Max Design Shear Stress = 12.76 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.12
Column Punching Perimeter
![Page 221: Memorias de Calculo - Restaurante La Aurora - Curaduria - Columnas Felxion](https://reader033.vdocuments.pub/reader033/viewer/2022051019/5695d32f1a28ab9b029d197b/html5/thumbnails/221.jpg)
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 7 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 16.95 m Global Y-Coordinate = 9.6 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 1.16615 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.006351 m4 Section Inertia I33 = 0.025504 m4 Section Inertia I23 = -0.006482 m4 Shear Force = 1.6728 Tonf Moment Mu2 = -0.07259 Tonf-m Moment Mu3= 0.18613 Tonf-m Max Design Shear Stress = 9.75 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.09
Column Punching Perimeter
![Page 222: Memorias de Calculo - Restaurante La Aurora - Curaduria - Columnas Felxion](https://reader033.vdocuments.pub/reader033/viewer/2022051019/5695d32f1a28ab9b029d197b/html5/thumbnails/222.jpg)
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 26 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 15.8 m Global Y-Coordinate = 0 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 1.16615 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.006351 m4 Section Inertia I33 = 0.025504 m4 Section Inertia I23 = 0.006482 m4 Shear Force = 1.5256 Tonf Moment Mu2 = 0.07887 Tonf-m Moment Mu3= 0.09831 Tonf-m Max Design Shear Stress = 8.05 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.08
Column Punching Perimeter
![Page 223: Memorias de Calculo - Restaurante La Aurora - Curaduria - Columnas Felxion](https://reader033.vdocuments.pub/reader033/viewer/2022051019/5695d32f1a28ab9b029d197b/html5/thumbnails/223.jpg)
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 30 Column Shape = Rectangular Column Location = Edge Global X-Coordinate = 16.17135 m Global Y-Coordinate = 3.1 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 2.3321 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.04316 m4 Section Inertia I33 = 0.070374 m4 Section Inertia I23 = 0 m4 Shear Force = 2.256 Tonf Moment Mu2 = 0.00118 Tonf-m Moment Mu3= 0.0774 Tonf-m Max Design Shear Stress = 3.46 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.03
Column Punching Perimeter
![Page 224: Memorias de Calculo - Restaurante La Aurora - Curaduria - Columnas Felxion](https://reader033.vdocuments.pub/reader033/viewer/2022051019/5695d32f1a28ab9b029d197b/html5/thumbnails/224.jpg)
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ACI 318-08 Punching Shear Check & Design
Geometric Properties Combination = 3 Point Label = 31 Column Shape = Rectangular Column Location = Edge Global X-Coordinate = 16.57865 m Global Y-Coordinate = 6.5 m Load Punching Check Avg. Eff. Slab Thickness = 0.31595 m Eff. Punching Perimeter = 2.3321 m Cover = 0.03405 m Conc. Comp. Strength = 2109.21 Tonf/m2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 0.04316 m4 Section Inertia I33 = 0.070374 m4 Section Inertia I23 = 0 m4 Shear Force = 2.3386 Tonf Moment Mu2 = 0.01038 Tonf-m Moment Mu3= 0.10541 Tonf-m Max Design Shear Stress = 3.77 Tonf/m2 Conc. Shear Stress Capacity = 103.97 Tonf/m2 Punching Shear Ratio = 0.04
Column Punching Perimeter