Memorias De Cálculo Estructural.pdf

_____________________________________________________ MEMORIAS DE CÁLCULO ESTRUCTURAL PROYECTO: AMPLIACION ARCHIVO HOSPITAL GACHETA MUNICIPIO DE GACHETA - CUNDINAMARCA PROPIETARIO:

HOSPITAL DE GACHETA

CALCULO Ing. Julio M. Ramos Quintero Mat. No. 17202089734 CLD

______________________________________________ Calle 19 B No. 12 - 37, Tel. 5602605 – Valledupar MEMORIAS DE CÁLCULO ESTRUCTURAL

TITULO C (NSR – 10)

Fecha:

ENERO 2019

Propietario:

Hospital de Gacheta

Tipo de edificación:

Institucional

Número de pisos:

Dos (2).

Topografía del terreno:

Ondulada.

Descripción de la edificación: Sistema estructural porticado con vigas y columnas dispuestas en ambas direcciones; asumiendo funciones de carga (sentido X), y rigidez (sentido Y) según plano estructural, para así aportar resistencia sísmica, cubriendo los requerimientos de carga y los originales en el evento sísmico. El sistema porticado tendrá una cimentación conformada por zapatas y vigas de cimentación que se amarran en anillos con el fin de darle estabilidad a la edificación. .

Materiales:

Concreto f´c = 210 kg/cm2 = 21 MPa Refuerzo fy = 4200 kg/cm2 = 420 MPa Mampostería f´m = 70 kg/cm2 = 7 MPa Mortero tipo M – f´cp = 175 kg/cm2 = 17.5 MPa

Características de los materiales empleados. Las siguientes son las especificaciones mínimas establecidas para los materiales utilizables en la construcción: (a) Concreto - El concreto debe tener una resistencia a la compresión a los 28 días, f´c, igual o superior a 21 Mpa, el cual será utilizado en placas de contrapiso, columnas, zapatas, vigas y placas de entrepiso. Para los muros Pantallas y el tanque subterráneo la resistencia a la compresión a los 28 días el f’c será igual o superior a 28 Mpa. Los solados de limpieza deben tener una resistencia a la compresión de 14 MPa. (b) Acero de refuerzo - El acero de refuerzo longitudinal debe ser corrugado. En ningún caso, el acero de refuerzo puede tener un límite de fluencia, fy, inferior a 420 MPa. EVALUACIÓN DE CARGAS EVALUACIÓN DE CARGAS ENTREPISOS CARGA MUERTA PLACA ENTREPISO (PISO2) Peso vigueta: 0.12x0.25x2.4/0.87 =0.083 t/m2 Peso Plaqueta: 1x1x0.05x2.4 =0.120 t/m2 Peso aligerante (ICOPOR) =0.040 t/m2 Acabado y pañete: =0.100 t/m2 Posibles muros: =0.237 t/m2 Total Carga muerta =0.580t/m2 CARGA MUERTA CUBIERTA LIVIANA =0.030t/m2 CARGA VIVA Cubierta Liviana Voladizos

=0.200 t/m2 =0.050 t/m2 = 0.500 t/m2

CONSIDERACIONES GENERALES DE DISEÑO

-

Zona de riesgo sísmico Intermedio.

-

Análisis Dinámico: Fuerza horizontal equivalente

-

Coeficiente de aceleración Aa = 0.20, Av=0.25

-

Perfil de suelo = (Tipo D).

-

Coeficiente de importancia II = 1.1 (Grupo de uso II).

-

Capacidad disipación de energía moderado (DMO).

-

Coeficiente de disipación de energía básico Ro =5.0

-

Coeficiente de reducción de capacidad de disipación de energía por irregularidades en altura Φa=0.9, en planta Φp=0.9 y por redundante Φp=1.0

-

Coeficiente de disipación de energía R = Φa x Φp x Φr x Ro = 4.050

-

Torsión – se toma el 5% de la dimensión de la edificación en cada piso, en el sentido perpendicular al análisis.

-

Derivas para estructuras porticadas se tiene 1.0% de la altura de la edificación. (Dilatación de edificación vecinas = 10 cms. )

-

Los elementos no estructurales ( escaleras, viguetas, parapetos, culatas, etc.) tienen un grado de desempeño bajo.

-

Se consideran cargas verticales (carga viva y carga muerta).

-

Para el cálculo de la cimentación requerida, se asume una capacidad portante del suelo de 2.00 kg/cm2.

Modelación Estructural Se procede a calcular La fuerza sísmica por FHE para introducir este valor al modelo estructural. Para determinar la fuerza sísmica se calculó inicialmente la Fuerza Horizontal Equivalente de acuerdo a los requisitos del Capitulo A.4 de la norma sismo resistente, se consideró una torsión accidental del 5%.

Datos Análisis Peso edificación: 92.96 ton Cortante Base : 68.13ton

COMBINACIONES DE CARGA SEGÚN NSR 10. Las estructuras de concreto, sus componentes y su cimentación deben diseñarse de tal manera que sus resistencias de diseño excedan los efectos de las cargas mayoradas de acuerdo con las siguientes combinaciones: -1.4D -1.2D+1.6L -1.2D+1.6L+O.8W -1.2D+1.6W+1.0L -1.2D+1.0L+1.0E -0.9D+1.0E PARAMETROS PARA EL DISEÑO DE LA CIMENTACION ESFUERZO ADMISIBLE DEL SUELO =20 T/m2 FACTOR DE SEGURIDAD PARA EL DISEÑO DE LA CIMENTACION =1.5 PROFUNDIDAD DE DESPLANTE PARA VIGAS DE CIMENTACIÓN =0.60m PROFUNDIDAD DE DESPLANTE PARA ZAPATAS =1.50m

ETABS

ETABS v9.5.0 - File: Jorge Rodriguez Hospmod - January 25,2019 19:06 3-D View - Ton-cm Units

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ETABS

ETABS v9.5.0 - File: Jorge Rodriguez Hospmod - January 25,2019 19:07 Plan View - BASE - Elevation 0 - Ton-cm Units

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ETABS

ETABS v9.5.0 - File: Jorge Rodriguez Hospmod - January 25,2019 16:58 Plan View - STORY1 - Elevation 2.85 - Ton-m Units

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ETABS

ETABS v9.5.0 - File: Jorge Rodriguez Hospmod - January 25,2019 16:58 Plan View - STORY2 - Elevation 5.62 - Ton-m Units

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ETABS

ETABS v9.5.0 - File: Jorge Rodriguez Hospmod - January 25,2019 16:59 Elevation View - 1 - Ton-m Units

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ETABS

ETABS v9.5.0 - File: Jorge Rodriguez Hospmod - January 25,2019 16:59 Elevation View - 2 - Ton-m Units

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REACCIONES L O A D I N G

ETABS v9.5.0

COMBO

COMBO TYPE

CIM

ADD

C O M B I N A T I O N S

CASE

CASE TYPE

SCALE FACTOR

PP LIVE

Static Static

1.0000 1.0000

File:JORGE RODRIGUEZ HOSPMOD S U P P O R T

STORY

POINT

LOAD

BASE

3

BASE

4

BASE

7

BASE

8

BASE

Units:Ton-m

January 25, 2019 17:10

PAGE 2

R E A C T I O N S

FX

FY

FZ

MX

MY

MZ

CIM

4.69

0.17

28.10

CIM

-4.69

0.17

28.10

-0.411

4.336

0.000

-0.411

-4.336

0.000

CIM

3.62

0.02

20.28

CIM

-3.62

0.02

20.28

-0.274

3.340

0.000

-0.274

-3.340

9

CIM

2.48

-0.18

0.000

14.56

-0.090

2.292

0.000

BASE

10

CIM

-2.48

-0.18

14.56

-0.090

-2.292

0.000

Summation

0, 0, Base

CIM

0.00

0.00

125.87

487.870

-363.771

0.000

CORTANTE BASE S U P P O R T R E A C T I O N S STORY

POINT

LOAD

FX

FY

FZ

MX

MY

MZ

BASE BASE BASE BASE BASE

3 3 3 3 3

PP NSR NSRY NSR10X NSR10Y

2.34 -12.95 -0.59 -12.95 0.00

0.11 1.49 -9.68 1.49 -10.27

19.70 -8.15 -12.01 -8.15 -12.20

-0.334 -2.826 21.860 -2.826 23.085

2.159 -29.723 -1.277 -29.723 0.000

0.000 -0.503 -0.237 -0.503 0.000

BASE BASE BASE BASE BASE

4 4 4 4 4

PP NSR NSRY NSR10X NSR10Y

-2.34 -12.95 -0.59 -12.95 0.00

0.11 -1.49 -10.85 -1.49 -10.27

19.70 8.15 -12.38 8.15 -12.20

-0.334 2.826 24.310 2.826 23.085

-2.159 -29.723 -1.277 -29.723 0.000

0.000 -0.503 -0.237 -0.503 0.000

BASE BASE BASE BASE BASE

7 7 7 7 7

PP NSR NSRY NSR10X NSR10Y

2.00 -11.13 0.00 -11.13 0.00

0.05 1.44 -12.96 1.44 -13.68

15.15 -7.37 1.15 -7.37 1.19

-0.284 -2.779 24.878 -2.779 26.223

1.848 -26.445 0.010 -26.445 0.000

0.000 -0.503 -0.237 -0.503 0.000

BASE BASE BASE BASE BASE

8 8 8 8 8

PP NSR NSRY NSR10X NSR10Y

-2.00 -11.13 0.00 -11.13 0.00

0.05 -1.44 -14.39 -1.44 -13.68

15.15 7.37 1.23 7.37 1.19

-0.284 2.779 27.568 2.779 26.223

-1.848 -26.445 0.010 -26.445 0.000

0.000 -0.503 -0.237 -0.503 0.000

BASE BASE BASE BASE BASE

9 9 9 9 9

PP NSR NSRY NSR10X NSR10Y

1.66 -9.98 0.58 -9.98 0.00

-0.16 1.10 -9.57 1.10 -10.12

11.63 -7.83 10.83 -7.83 11.00

-0.086 -2.467 21.732 -2.467 22.925

1.533 -23.706 1.334 -23.706 0.000

0.000 -0.503 -0.237 -0.503 0.000

BASE BASE BASE BASE BASE

10 10 10 10 10

PP NSR NSRY NSR10X NSR10Y

-1.66 -9.98 0.58 -9.98 0.00

-0.16 -1.10 -10.67 -1.10 -10.12

11.63 7.83 11.18 7.83 11.00

-0.086 2.467 24.118 2.467 22.925

-1.533 -23.706 1.334 -23.706 0.000

0.000 -0.503 -0.237 -0.503 0.000

Summation Summation Summation Summation Summation

0, 0, 0, 0, 0,

PP NSR NSRY NSR10X NSR10Y

0.00 -68.13 0.00 -68.13 0.00

0.00 0.00 -68.13 0.00 -68.13

92.96 0.00 0.00 0.00 0.00

372.449 0.000 294.328 0.000 294.328

-268.640 -294.703 -0.016 -294.703 0.000

0.000 266.785 -216.580 266.785 -196.891

0, 0, 0, 0, 0,

Base Base Base Base Base

Cortante en la base: 68.13 ton.

DERIVAS L O A D I N G

COMBO

COMBO TYPE

DERIX

ADD

DERIY

ADD

DERIX1

ADD

DERIY1

ADD

D I S P L A C E M E N T S

A T

C O M B I N A T I O N S

CASE

CASE TYPE

SCALE FACTOR

PP NSR10X PP NSR10Y PP NSR PP NSRY

Static Static Static Static Static Static Static Static

1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000

D I A P H R A G M

C E N T E R

O F

M A S S

STORY

DIAPHRAGM

LOAD

POINT

X

Y

UX

UY

RZ

STORY2 STORY2 STORY2 STORY2

DP1 DP1 DP1 DP1

DERIX DERIY DERIX1 DERIY1

13 13 13 13

2.890 2.890 2.890 2.890

3.719 3.719 3.719 3.719

0.0387 0.0000 0.0387 0.0004

-0.0012 0.0300 -0.0012 0.0300

0.00125 0.00000 0.00125 0.00054

STORY1 STORY1 STORY1 STORY1

DP1 DP1 DP1 DP1

DERIX DERIY DERIX1 DERIY1

14 14 14 14

2.890 2.890 2.890 2.890

4.130 4.130 4.130 4.130

0.0142 0.0000 0.0142 0.0001

-0.0002 0.0116 -0.0002 0.0116

0.00043 0.00000 0.00043 0.00020

ETABS v9.5.0

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D R I F T S

STORY

DIRECTION

LOAD

POINT

X

Y

Z

MAX DRIFT

STORY2 STORY2

X Y

DERIX DERIY

2 10

5.780 5.780

0.000 7.850

5.620 5.620

0.009888 0.006670

STORY2 STORY2

X Y

DERIX1 DERIY1

2 10

5.780 5.780

0.000 7.850

5.620 5.620

0.009888 0.007022

STORY1 STORY1

X Y

DERIX DERIY

4 10

5.780 5.780

1.380 7.850

2.850 2.850

0.005385 0.004053

STORY1 STORY1

X Y

DERIX1 DERIY1

4 10

5.780 5.780

1.380 7.850

2.850 2.850

0.005385 0.004260

ETABS v9.5.0

File:JORGE RODRIGUEZ HOSPMOD

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D I A P H R A G M

January 25, 2019 17:11

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D R I F T S

STORY

DIAPHRAGM

DIRECTION

LOAD

POINT

X

Y

Z

MAX DRIFT

STORY2 STORY2

DP1 DP1

X Y

DERIX DERIX

2 9

5.780 0.000

0.000 7.850

5.620 5.620

0.009888 0.001211

STORY2 STORY2

DP1 DP1

X Y

DERIY DERIY

2 10

5.780 5.780

0.000 7.850

5.620 5.620

0.000000 0.006670

STORY2 STORY2

DP1 DP1

X Y

DERIX1 DERIX1

2 9

5.780 0.000

0.000 7.850

5.620 5.620

0.009888 0.001211

STORY2 STORY2

DP1 DP1

X Y

DERIY1 DERIY1

2 10

5.780 5.780

0.000 7.850

5.620 5.620

0.000543 0.007022

STORY1 STORY1

DP1 DP1

X Y

DERIX DERIX

4 7

5.780 0.000

1.380 4.520

2.850 2.850

0.005385 0.000511

STORY1 STORY1

DP1 DP1

X Y

DERIY DERIY

10 10

5.780 5.780

7.850 7.850

2.850 2.850

0.000000 0.004053

STORY1 STORY1

DP1 DP1

X Y

DERIX1 DERIX1

4 7

5.780 0.000

1.380 4.520

2.850 2.850

0.005385 0.000511

STORY1 STORY1

DP1 DP1

X Y

DERIY1 DERIY1

10 10

5.780 5.780

7.850 7.850

2.850 2.850

0.000241 0.004260

Derivas menores del 1% (0.01) ok!

DISEÑOS ELEMENTOS ESTRUCTURALES C O N C R E T E

C O L U M N

D E S I G N

O U T P U T

(ACI 318-09/IBC 2009)

BIAXIAL P-M INTERACTION AND SHEAR DESIGN OF COLUMN-TYPE ELEMENTS STORY ID

COLUMN LINE

SECTION ID

STATION ID

<-------------------REQUIRED REINFORCING-------------------> LONGITUDINAL COMBO SHEAR22 COMBO SHEAR33 COMBO

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1

COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30

0.000 24.700 49.400 74.100 98.800 123.500 148.200 172.900 197.600 222.300 247.000

17.811 14.397 9.903 9.000 9.000 9.000 9.000 9.000 9.000 10.665 11.325

COMB4 COMB4 COMB4 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB4 COMB4

0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.074 0.074 0.074 0.074 0.074 0.074 0.074 0.074 0.074 0.074 0.074

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1

COL COL COL COL COL COL COL COL COL COL COL

0.000 25.500 51.000 76.500 102.000 127.500 153.000 178.500 204.000 229.500 255.000

18.762 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000

COMB4 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.051 0.051 0.051 0.051 0.051 0.051 0.051 0.051 0.051 0.051 0.051

COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16

0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033

COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2

COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30

0.000 24.700 49.400 74.100 98.800 123.500 148.200 172.900 197.600 222.300 247.000

COMB2 COMB2 COMB2 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB2 COMB2

0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.074 0.074 0.074 0.074 0.074 0.074 0.074 0.074 0.074 0.074 0.074

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2

COL COL COL COL COL COL COL COL COL COL COL

0.000 25.500 51.000 76.500 102.000 127.500 153.000 178.500 204.000 229.500 255.000

17.811 14.397 9.903 9.000 9.000 9.000 9.000 9.000 9.000 10.665 11.215 1 18.841 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000

COMB3 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.051 0.051 0.051 0.051 0.051 0.051 0.051 0.051 0.051 0.051 0.051

COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16

0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033

COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16 COMB16

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3

COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30

0.000 24.700 49.400 74.100 98.800 123.500 148.200 172.900 197.600 222.300 247.000

14.997 11.710 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000

COMB9 COMB5 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.041 0.041 0.041 0.041 0.041 0.041 0.041 0.041 0.041 0.041 0.041

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3

COL COL COL COL COL COL COL COL COL COL COL

0.000 25.500 51.000 76.500 102.000 127.500 153.000 178.500 204.000 229.500 255.000

16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

C4 C4 C4 C4 C4 C4 C4 C4 C4 C4

COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30

0.000 24.700 49.400 74.100 98.800 123.500 148.200 172.900 197.600 222.300

14.997 11.710 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000

COMB7 COMB3 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.041 0.041 0.041 0.041 0.041 0.041 0.041 0.041 0.041 0.041

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY2

C4

COL30X30

247.000

9.000

COMB0

0.045

COMB17

0.041

COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4

COL COL COL COL COL COL COL COL COL COL COL

0.000 25.500 51.000 76.500 102.000 127.500 153.000 178.500 204.000 229.500 255.000

16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

C5 C5 C5 C5 C5 C5 C5 C5 C5 C5 C5

COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30

0.000 24.700 49.400 74.100 98.800 123.500 148.200 172.900 197.600 222.300 247.000

11.061 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000

COMB5 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C5 C5 C5 C5 C5 C5 C5 C5 C5 C5 C5

COL COL COL COL COL COL COL COL COL COL COL

0.000 25.500 51.000 76.500 102.000 127.500 153.000 178.500 204.000 229.500 255.000

16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6

COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30 COL30X30

0.000 24.700 49.400 74.100 98.800 123.500 148.200 172.900 197.600 222.300 247.000

10.985 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000 9.000

COMB3 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

C6 C6 C6 C6 C6 C6 C6 C6 C6 C6 C6

COL COL COL COL COL COL COL COL COL COL COL

0.000 25.500 51.000 76.500 102.000 127.500 153.000 178.500 204.000 229.500 255.000

16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

C O N C R E T E

B E A M

D E S I G N

O U T P U T

(ACI 318-09/IBC 2009)

FLEXURAL AND TORSION DESIGN OF BEAM-TYPE ELEMENTS STORY ID

BEAM BAY

SECTION ID

STATION ID

<-------------------REQUIRED REINFORCING-------------------> TOP COMBO BOTTOM COMBO TORSION COMBO

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1

VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30

0.000 57.800 115.600 173.400 231.200 289.000 346.800 404.600 462.400 520.200 578.000

1.733 0.546 0.546 0.546 0.546 0.546 0.546 0.546 0.546 0.546 1.733

COMB9 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB7

1.103 0.955 2.152 3.245 3.932 4.167 3.932 3.245 2.152 0.955 1.103

COMB5 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB3

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B4 B4 B4 B4 B4 B4 B4 B4 B4 B4

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

15.000 69.800 124.600 179.400 234.200 289.000 343.800 398.600 453.400 508.200

4.611 2.600 1.454 1.454 1.454 1.454 1.454 1.454 1.670 2.600

COMB5 COMB13 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB10 COMB11

2.600 2.241 2.551 2.600 2.791 2.994 2.791 2.600 2.551 1.781

COMB10 COMB10 COMB2 COMB3 COMB1 COMB1 COMB1 COMB5 COMB5 COMB13

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY2

B4

VIG30X30

563.000

4.611

COMB2

2.600

COMB3

0.000

COMB0

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B5 B5 B5 B5 B5 B5 B5 B5 B5 B5 B5

VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30

15.000 43.400 71.800 100.200 128.600 157.000 185.400 213.800 242.200 270.600 299.000

4.696 3.568 2.588 1.734 1.433 1.433 1.433 1.433 1.433 1.433 1.698

COMB7 COMB7 COMB7 COMB7 COMB7 COMB7 COMB7 COMB7 COMB7 COMB7 COMB16

2.208 1.433 1.433 1.433 1.433 1.433 1.433 1.433 1.492 1.733 1.752

COMB7 COMB7 COMB7 COMB7 COMB7 COMB7 COMB7 COMB7 COMB7 COMB15 COMB7

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B6 B6 B6 B6 B6 B6 B6 B6 B6 B6 B6

VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30

15.000 43.400 71.800 100.200 128.600 157.000 185.400 213.800 242.200 270.600 299.000

4.696 3.568 2.588 1.734 1.433 1.433 1.433 1.433 1.433 1.433 1.698

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB14

2.208 1.433 1.433 1.433 1.433 1.433 1.433 1.433 1.492 1.733 1.752

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB17 COMB9

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

15.000 69.800 124.600 179.400 234.200 289.000 343.800 398.600 453.400 508.200 563.000

4.679 2.600 1.474 1.474 1.474 1.474 1.474 1.474 1.583 2.600 4.679

COMB5 COMB13 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB10 COMB11 COMB3

2.600 2.124 2.234 2.600 2.617 2.819 2.617 2.600 2.234 1.501 2.600

COMB10 COMB10 COMB3 COMB3 COMB1 COMB1 COMB1 COMB5 COMB5 COMB13 COMB3

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B8 B8 B8 B8 B8 B8 B8 B8 B8 B8 B8

VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30

15.000 45.300 75.600 105.900 136.200 166.500 196.800 227.100 257.400 287.700 318.000

2.356 1.733 1.065 0.753 0.753 0.753 0.753 0.753 0.865 1.480 1.733

COMB7 COMB17 COMB7 COMB7 COMB7 COMB7 COMB7 COMB7 COMB16 COMB16 COMB16

1.527 0.972 0.963 0.960 0.864 1.034 1.520 1.733 1.733 1.733 1.746

COMB7 COMB16 COMB16 COMB8 COMB8 COMB7 COMB7 COMB9 COMB17 COMB17 COMB7

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B9 B9 B9 B9 B9 B9 B9 B9 B9 B9 B9

VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30

15.000 45.300 75.600 105.900 136.200 166.500 196.800 227.100 257.400 287.700 318.000

2.356 1.733 1.065 0.753 0.753 0.753 0.753 0.753 0.865 1.480 1.733

COMB9 COMB17 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB14 COMB14 COMB16

1.527 0.972 0.963 0.960 0.864 1.034 1.520 1.733 1.733 1.733 1.746

COMB9 COMB14 COMB14 COMB6 COMB6 COMB9 COMB9 COMB9 COMB17 COMB17 COMB9

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B10 B10 B10 B10 B10 B10 B10 B10 B10 B10 B10

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

15.000 69.800 124.600 179.400 234.200 289.000 343.800 398.600 453.400 508.200 563.000

4.355 2.600 1.377 1.377 1.377 1.377 1.377 1.377 1.401 2.600 4.355

COMB4 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB10 COMB3 COMB3

2.600 1.879 2.133 2.600 2.634 2.836 2.634 2.600 2.133 1.377 2.600

COMB5 COMB10 COMB3 COMB3 COMB1 COMB1 COMB1 COMB5 COMB4 COMB5 COMB3

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1

VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30

0.000 57.800 115.600 173.400 231.200 289.000 346.800 404.600 462.400 520.200 578.000

1.102 0.635 0.272 0.272 0.272 0.272 0.272 0.382 0.576 0.770 1.102

COMB13 COMB13 COMB13 COMB13 COMB13 COMB13 COMB13 COMB10 COMB10 COMB10 COMB11

1.021 1.189 1.276 1.281 1.205 1.191 1.205 1.281 1.276 1.189 1.021

COMB3 COMB3 COMB3 COMB3 COMB3 COMB1 COMB5 COMB5 COMB5 COMB5 COMB5

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B2 B2 B2 B2 B2 B2 B2 B2 B2

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

0.000 11.800 23.600 35.400 47.200 59.000 70.800 82.600 94.400

0.010 0.527 0.527 0.527 0.616 0.821 1.045 1.290 1.555

COMB10 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5

0.010 0.527 0.527 0.527 0.527 0.527 0.527 0.527 0.527

COMB13 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5

3.043 3.043 3.043 3.043 3.043 3.043 3.043 3.043 3.043

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1

B2 B2

VIG30X30 VIG30X30

106.200 118.000

1.841 2.149

COMB5 COMB5

0.527 1.061

COMB5 COMB5

3.043 3.043

COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

0.000 11.800 23.600 35.400 47.200 59.000 70.800 82.600 94.400 106.200 118.000

0.010 0.527 0.527 0.527 0.616 0.821 1.045 1.290 1.555 1.841 2.149

COMB13 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3

0.010 0.527 0.527 0.527 0.527 0.527 0.527 0.527 0.527 0.527 1.061

COMB10 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3 COMB3

3.043 3.043 3.043 3.043 3.043 3.043 3.043 3.043 3.043 3.043 3.043

COMB15 COMB15 COMB15 COMB15 COMB15 COMB15 COMB15 COMB15 COMB15 COMB15 COMB15

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4

VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30

20.000 73.800 127.600 181.400 235.200 289.000 342.800 396.600 450.400 504.200 558.000

18.001 7.234 3.830 3.830 3.830 3.830 3.830 3.830 3.830 7.234 18.001

COMB5 COMB5 COMB2 COMB2 COMB2 COMB2 COMB2 COMB2 COMB2 COMB3 COMB2

8.066 3.830 8.603 14.673 18.299 19.354 18.299 14.673 8.603 3.830 8.066

COMB5 COMB2 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB2 COMB3

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B5 B5 B5 B5 B5 B5 B5 B5 B5 B5 B5

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

20.000 47.400 74.800 102.200 129.600 157.000 184.400 211.800 239.200 266.600 294.000

3.896 2.844 2.541 1.496 1.239 1.239 1.239 1.239 1.797 2.600 2.928

COMB7 COMB7 COMB7 COMB15 COMB7 COMB7 COMB7 COMB7 COMB16 COMB16 COMB8

2.600 2.600 2.299 1.861 1.347 1.239 1.239 1.884 2.478 2.600 2.600

COMB16 COMB16 COMB16 COMB8 COMB8 COMB7 COMB7 COMB7 COMB7 COMB17 COMB17

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B6 B6 B6 B6 B6 B6 B6 B6 B6 B6 B6

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

20.000 47.400 74.800 102.200 129.600 157.000 184.400 211.800 239.200 266.600 294.000

3.896 2.844 2.541 1.496 1.239 1.239 1.239 1.239 1.797 2.600 2.928

COMB9 COMB9 COMB9 COMB17 COMB9 COMB9 COMB9 COMB9 COMB14 COMB16 COMB6

2.600 2.600 2.299 1.861 1.347 1.239 1.239 1.884 2.478 2.600 2.600

COMB16 COMB14 COMB14 COMB6 COMB6 COMB9 COMB9 COMB9 COMB9 COMB17 COMB17

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7

VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30

20.000 73.800 127.600 181.400 235.200 289.000 342.800 396.600 450.400 504.200 558.000

13.990 5.912 3.467 3.467 3.467 3.467 3.467 3.467 3.467 5.912 13.990

COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB3 COMB3

6.340 3.467 5.669 9.773 12.491 13.451 12.491 9.773 5.669 3.467 6.340

COMB5 COMB5 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1 COMB5 COMB3

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B8 B8 B8 B8 B8 B8 B8 B8 B8 B8 B8

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

20.000 49.300 78.600 107.900 137.200 166.500 195.800 225.100 254.400 283.700 313.000

3.762 2.651 2.226 1.199 1.199 1.199 1.199 1.199 1.953 2.600 3.009

COMB7 COMB7 COMB7 COMB7 COMB7 COMB7 COMB7 COMB7 COMB16 COMB16 COMB16

2.432 2.182 1.845 1.451 1.199 1.199 1.616 2.302 2.600 2.600 2.760

COMB7 COMB16 COMB16 COMB8 COMB7 COMB7 COMB7 COMB7 COMB15 COMB17 COMB7

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B9 B9 B9 B9 B9 B9 B9 B9 B9 B9 B9

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

20.000 49.300 78.600 107.900 137.200 166.500 195.800 225.100 254.400 283.700 313.000

3.762 2.651 2.226 1.199 1.199 1.199 1.199 1.199 1.953 2.600 3.009

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB14 COMB16 COMB14

2.432 2.182 1.845 1.451 1.199 1.199 1.616 2.302 2.600 2.600 2.760

COMB9 COMB14 COMB14 COMB6 COMB9 COMB9 COMB9 COMB9 COMB17 COMB17 COMB9

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B10 B10 B10 B10 B10 B10 B10 B10

VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30

20.000 73.800 127.600 181.400 235.200 289.000 342.800 396.600

10.205 4.654 3.088 3.088 3.088 3.088 3.088 3.088

COMB4 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5 COMB5

4.769 3.088 3.467 5.737 7.425 8.005 7.425 5.737

COMB5 COMB5 COMB1 COMB1 COMB1 COMB1 COMB1 COMB1

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY1 STORY1 STORY1

B10 B10 B10

VIG40X30 VIG40X30 VIG40X30

450.400 504.200 558.000

3.088 4.654 10.205

COMB5 COMB3 COMB3

3.467 3.088 4.769

COMB1 COMB5 COMB3

0.000 0.000 0.000

COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE

B1

VIG30X40 B1 VIG30X40 B1 VIG30X40 B1 VIG30X40 B1 VIG30X40 B1 VIG30X40 B1 VIG30X40 B1 VIG30X40 B1 VIG30X40 B1 VIG30X40 B1 VIG30X40 B1 VIG30X40 B1 VIG30X40

0.000 48.167 96.333 144.500 192.667 240.833 289.000 337.167 385.333 433.500 481.667 529.833 578.000

0.567 COMB0 0.141 COMB0 0.141 COMB0 0.141 COMB0 0.141 COMB0 0.141 COMB0 0.141 COMB0 0.141 COMB0 0.141 COMB0 0.141 COMB0 0.141 COMB0 0.141 COMB0 0.567 COMB0

0.283 COMB0 0.141 COMB0 0.350 COMB0 0.673 COMB0 0.904 COMB0 1.044 COMB0 1.090 COMB0 1.044 COMB0 0.904 COMB0 0.673 COMB0 0.350 COMB0 0.141 COMB0 0.283 COMB0

0.000 COMB0 0.000 COMB0 0.000 COMB0 0.000 COMB0 0.000 COMB0 0.000 COMB0 0.000 COMB0 0.000 COMB0 0.000 COMB0 0.000 COMB0 0.000 COMB0 0.000 COMB0 0.000 COMB0

BASE BASE BASE BASE

B2 B2 B2 B2

VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 46.000 92.000 138.000

0.000 0.022 0.022 0.088

COMB0 COMB0 COMB0 COMB0

0.000 0.054 0.024 0.044

COMB0 COMB0 COMB0 COMB0

4.160 4.160 4.160 4.160

COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE

B3 B3 B3 B3

VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 46.000 92.000 138.000

0.000 0.022 0.022 0.088

COMB0 COMB0 COMB0 COMB0

0.000 0.054 0.024 0.044

COMB0 COMB0 COMB0 COMB0

4.160 4.160 4.160 4.160

COMB17 COMB17 COMB17 COMB17

BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE

B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 48.167 96.333 144.500 192.667 240.833 289.000 337.167 385.333 433.500 481.667 529.833 578.000

1.106 0.597 0.275 0.275 0.275 0.275 0.275 0.275 0.275 0.275 0.275 0.597 1.106

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.551 0.275 0.275 0.275 0.367 0.505 0.551 0.505 0.367 0.275 0.275 0.275 0.551

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE BASE BASE

B5 B5 B5 B5 B5 B5 B5 B5

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 44.857 89.714 134.571 179.429 224.286 269.143 314.000

0.324 0.086 0.081 0.081 0.081 0.081 0.086 0.324

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.162 0.081 0.081 0.152 0.152 0.081 0.081 0.162

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE BASE BASE

B6 B6 B6 B6 B6 B6 B6 B6

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 44.857 89.714 134.571 179.429 224.286 269.143 314.000

0.324 0.086 0.081 0.081 0.081 0.081 0.086 0.324

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.162 0.081 0.081 0.152 0.152 0.081 0.081 0.162

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE

B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 48.167 96.333 144.500 192.667 240.833 289.000 337.167 385.333 433.500 481.667 529.833 578.000

1.106 0.597 0.275 0.275 0.275 0.275 0.275 0.275 0.275 0.275 0.275 0.597 1.106

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.551 0.275 0.275 0.275 0.367 0.505 0.551 0.505 0.367 0.275 0.275 0.275 0.551

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE BASE BASE

B8 B8 B8 B8 B8 B8 B8 B8

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 47.571 95.143 142.714 190.286 237.857 285.429 333.000

0.365 0.097 0.091 0.091 0.091 0.091 0.097 0.365

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.182 0.091 0.091 0.171 0.171 0.091 0.091 0.182

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE BASE BASE

B9 B9 B9 B9 B9 B9 B9 B9

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 47.571 95.143 142.714 190.286 237.857 285.429 333.000

0.365 0.097 0.091 0.091 0.091 0.091 0.097 0.365

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.182 0.091 0.091 0.171 0.171 0.091 0.091 0.182

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE BASE

B10 B10 B10 B10 B10 B10 B10

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 48.167 96.333 144.500 192.667 240.833 289.000

1.106 0.597 0.275 0.275 0.275 0.275 0.275

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.551 0.275 0.275 0.275 0.367 0.505 0.551

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE

B10 B10 B10 B10 B10 B10

ETABS v9.5.0

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

337.167 385.333 433.500 481.667 529.833 578.000

0.275 0.275 0.275 0.275 0.597 1.106

File:JORGE RODRIGUEZ HOSPMOD

C O N C R E T E

B E A M

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

Units:Ton-cm

D E S I G N

0.505 0.367 0.275 0.275 0.275 0.551

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

January 25, 2019 17:12

O U T P U T

0.000 0.000 0.000 0.000 0.000 0.000

PAGE 4

(ACI 318-99)

TORSION AND SHEAR DESIGN OF BEAM-TYPE ELEMENTS STORY ID

BEAM BAY

SECTION ID

STATION ID

<---------REQUIRED REINFORCING---------> TORSION COMBO SHEAR COMBO

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1

VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30

0.000 57.800 115.600 173.400 231.200 289.000 346.800 404.600 462.400 520.200 578.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.017 0.017 0.017 0.017 0.000 0.000 0.000 0.017 0.017 0.017 0.017

COMB0 COMB0 COMB0 COMB9 COMB0 COMB0 COMB0 COMB9 COMB0 COMB0 COMB0

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

15.000 69.800 124.600 179.400 234.200 289.000 343.800 398.600 453.400 508.200 563.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.025 0.025 0.025 0.025 0.000 0.000 0.000 0.025 0.025 0.025 0.025

COMB0 COMB17 COMB17 COMB9 COMB0 COMB0 COMB0 COMB9 COMB17 COMB17 COMB0

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B5 B5 B5 B5 B5 B5 B5 B5 B5 B5 B5

VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30

15.000 43.400 71.800 100.200 128.600 157.000 185.400 213.800 242.200 270.600 299.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.054 0.051 0.049 0.046 0.043 0.040 0.038 0.035 0.032 0.031 0.033

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB17 COMB17

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B6 B6 B6 B6 B6 B6 B6 B6 B6 B6 B6

VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30

15.000 43.400 71.800 100.200 128.600 157.000 185.400 213.800 242.200 270.600 299.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.054 0.051 0.049 0.046 0.043 0.040 0.038 0.035 0.032 0.031 0.033

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB17 COMB17

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

15.000 69.800 124.600 179.400 234.200 289.000 343.800 398.600 453.400 508.200 563.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.025 0.025 0.025 0.025 0.000 0.000 0.000 0.025 0.025 0.025 0.025

COMB0 COMB17 COMB17 COMB9 COMB0 COMB0 COMB0 COMB9 COMB17 COMB17 COMB0

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B8 B8 B8 B8 B8 B8 B8 B8 B8 B8 B8

VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30

15.000 45.300 75.600 105.900 136.200 166.500 196.800 227.100 257.400 287.700 318.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.037 0.034 0.031 0.028 0.025 0.022 0.019 0.021 0.024 0.027 0.030

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B9 B9 B9 B9 B9 B9

VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30

15.000 45.300 75.600 105.900 136.200 166.500

0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.037 0.034 0.031 0.028 0.025 0.022

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

STORY2 STORY2 STORY2 STORY2 STORY2

B9 B9 B9 B9 B9

VIG20X30 VIG20X30 VIG20X30 VIG20X30 VIG20X30

196.800 227.100 257.400 287.700 318.000

0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0

0.019 0.021 0.024 0.027 0.030

COMB9 COMB9 COMB9 COMB9 COMB9

STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2

B10 B10 B10 B10 B10 B10 B10 B10 B10 B10 B10

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

15.000 69.800 124.600 179.400 234.200 289.000 343.800 398.600 453.400 508.200 563.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.025 0.025 0.025 0.025 0.000 0.000 0.000 0.025 0.025 0.025 0.025

COMB0 COMB17 COMB17 COMB9 COMB0 COMB0 COMB0 COMB9 COMB17 COMB17 COMB0

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1

VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30 VIGA20X30

0.000 57.800 115.600 173.400 231.200 289.000 346.800 404.600 462.400 520.200 578.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.017

COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

0.000 11.800 23.600 35.400 47.200 59.000 70.800 82.600 94.400 106.200 118.000

0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029

COMB13 COMB13 COMB13 COMB13 COMB13 COMB13 COMB13 COMB13 COMB13 COMB13 COMB13

0.031 0.032 0.034 0.035 0.036 0.037 0.039 0.040 0.041 0.042 0.044

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

0.000 11.800 23.600 35.400 47.200 59.000 70.800 82.600 94.400 106.200 118.000

0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029

COMB11 COMB11 COMB11 COMB11 COMB11 COMB11 COMB11 COMB11 COMB11 COMB11 COMB11

0.031 0.032 0.034 0.035 0.036 0.037 0.039 0.040 0.041 0.042 0.044

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4

VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30

20.000 73.800 127.600 181.400 235.200 289.000 342.800 396.600 450.400 504.200 558.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.145 0.113 0.081 0.048 0.033 0.033 0.033 0.048 0.081 0.113 0.145

COMB9 COMB9 COMB9 COMB9 COMB17 COMB17 COMB17 COMB9 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B5 B5 B5 B5 B5 B5 B5 B5 B5 B5 B5

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

20.000 47.400 74.800 102.200 129.600 157.000 184.400 211.800 239.200 266.600 294.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.049 0.047 0.044 0.041 0.038 0.035 0.033 0.036 0.039 0.042 0.045

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B6 B6 B6 B6 B6 B6 B6 B6 B6 B6 B6

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

20.000 47.400 74.800 102.200 129.600 157.000 184.400 211.800 239.200 266.600 294.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.049 0.047 0.044 0.041 0.038 0.035 0.033 0.036 0.039 0.042 0.045

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1

B7 B7 B7 B7 B7

VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30

20.000 73.800 127.600 181.400 235.200

0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0

0.097 0.073 0.048 0.033 0.033

COMB9 COMB9 COMB9 COMB17 COMB17

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B7 B7 B7 B7 B7 B7

VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30

289.000 342.800 396.600 450.400 504.200 558.000

0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.033 0.033 0.033 0.048 0.073 0.097

COMB17 COMB17 COMB17 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B8 B8 B8 B8 B8 B8 B8 B8 B8 B8 B8

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

20.000 49.300 78.600 107.900 137.200 166.500 195.800 225.100 254.400 283.700 313.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.049 0.046 0.043 0.040 0.037 0.034 0.031 0.033 0.037 0.040 0.043

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B9 B9 B9 B9 B9 B9 B9 B9 B9 B9 B9

VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30 VIG30X30

20.000 49.300 78.600 107.900 137.200 166.500 195.800 225.100 254.400 283.700 313.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.049 0.046 0.043 0.040 0.037 0.034 0.031 0.033 0.037 0.040 0.043

COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9 COMB9

STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1

B10 B10 B10 B10 B10 B10 B10 B10 B10 B10 B10

VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30 VIG40X30

20.000 73.800 127.600 181.400 235.200 289.000 342.800 396.600 450.400 504.200 558.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.053 0.035 0.033 0.033 0.033 0.000 0.033 0.033 0.033 0.035 0.053

COMB9 COMB9 COMB0 COMB17 COMB17 COMB0 COMB17 COMB17 COMB0 COMB9 COMB9

BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE

B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 48.167 96.333 144.500 192.667 240.833 289.000 337.167 385.333 433.500 481.667 529.833 578.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE

B2 B2 B2 B2

VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 46.000 92.000 138.000

0.014 0.014 0.014 0.014

COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE

B3 B3 B3 B3

VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 46.000 92.000 138.000

0.014 0.014 0.014 0.014

COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE

B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 48.167 96.333 144.500 192.667 240.833 289.000 337.167 385.333 433.500 481.667 529.833 578.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE BASE BASE

B5 B5 B5 B5 B5 B5 B5 B5

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 44.857 89.714 134.571 179.429 224.286 269.143 314.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE

B6 B6 B6 B6 B6

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 44.857 89.714 134.571 179.429

0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE

B6 B6 B6

VIG30X40 VIG30X40 VIG30X40

224.286 269.143 314.000

0.000 0.000 0.000

COMB0 COMB0 COMB0

0.000 0.000 0.000

COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE

B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7 B7

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 48.167 96.333 144.500 192.667 240.833 289.000 337.167 385.333 433.500 481.667 529.833 578.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE BASE BASE

B8 B8 B8 B8 B8 B8 B8 B8

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 47.571 95.143 142.714 190.286 237.857 285.429 333.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE BASE BASE

B9 B9 B9 B9 B9 B9 B9 B9

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 47.571 95.143 142.714 190.286 237.857 285.429 333.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE BASE

B10 B10 B10 B10 B10 B10 B10 B10 B10 B10 B10 B10 B10

VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40 VIG30X40

0.000 48.167 96.333 144.500 192.667 240.833 289.000 337.167 385.333 433.500 481.667 529.833 578.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0 COMB0

DISEÑO VIGUETAS

Memoria de diseño de vigas Vt-1 MOD/ B=0.12 H=0.30 L=1.09 M=-0.00 A=0.99

B=0.12 H=0.30 L=2.74 M=-0.79 M=-0.74 A=0.99 A=0.99

M=0.00 A=0.99 v=0.00

v=-0.72

Dirección de Ingenieros

B=0.12 H=0.30 L=2.93 M=-1.11 M=-1.02 A=1.23 A=1.13

M=0.32 A=0.99 v=-1.45 v=1.69

v=-0.13

M=-0.00 A=0.99 M=1.07 A=1.27

v=-1.96 v=2.40

v=0.45

v=-1.50

DISEÑO ZAPATAS

Company : Designer : Job Number :

January 15, 2019 Checked By:_____

Z1

Sketch X

.675 m

B

.675 m

A

D

1.75 m

50 cm

1.75 m

40 cm

D

C

Details

A

C

X

B

Z

100 cm

Z

100 cm

40 cm

#[email protected] cm

D

C

1.75 m

X Dir. Steel: 19 cm

2

Z Dir. Steel: 16.47 cm

#3@15 cm

50 cm

7.5 cm

1.75 m

#[email protected] cm

D

Footing Elevation

C

(15,#4) 2

(13 #4)

Bottom Rebar Plan

Geometry, Materials and Criteria Length Width Thickness Height

: 1.75 m : 1.75 m : 50 cm : 100 cm

eX eZ pX pZ

: 0 cm : 0 cm : 40 cm : 40 cm

Footing Top Bar Cover : 7.5 cm Footing Bottom Bar Cover : 7.5 cm Pedestal Longitudinal Bar Cover : 4 cm

RISAFoot Version 3.0

Gross Allow. Bearing Concrete Weight Concrete f'c Design Code

: 25000 kg/m^2 (gross) Steel fy : 413.684 MPa : 2322.68 kg/m^3 Minimum Steel : .0018 : 20.684 MPa Maximum Steel : .0075 : ACI 318-05

Overturning Safety Factor Coefficient of Friction Passive Resistance of Soil

[C:\...\Untitled.rft]

: 1.5 : 0.3 : 0 kg

Phi for Flexure : 0.9 Phi for Shear : 0.75 Phi for Bearing : 0.65

Page 1

Company : Designer : Job Number :

January 15, 2019 Checked By:_____

Z1

Loads DL LL EL WL

P (kg) 21680 8400 12380 1000 +P

Vx (kg) 2340 2360 12950 1000 +Vx

Vz (kg) 110 60 10850

Mx (kg-m) 2159 2177 29731

Mz (kg-m) 334 780 24310

+Vz

+Mx

+Mz

A

D

D

C

D

C

A

Overburden (kg/m^2) 0

+Over

D

Soil Bearing Description ASCE 2.4.1-1 ASCE 2.4.1-2

Categories and Factors 1DL 1DL+1LL

A

B

A

B

D

C

D

C

1DL QA: 10433 kg/m^2 QB: 14897.7 kg/m^2 QC: 6290.73 kg/m^2 QD: 1826.04 kg/m^2 NAZ: 583.936 cm NAX: 302.905 cm

Gross Allow.(kg/m^2) Max Bearing (kg/m^2) Max/Allowable Ratio 25000 14897.7 (B) .596 25000 24899.9 (B) .996

1DL+1LL QA: 15660.2 kg/m^2 QB: 24899.9 kg/m^2 QC: 6509.3 kg/m^2 QD: 0 kg/m^2 NAZ: 471.604 cm NAX: 236.941 cm

Footing Flexure Design (Bottom Bars) Description ASCE 2.4.1-3c ASCE 2.4.1-3d ASCE 2.4.1-5 ACI-99 9-1 ACI-99 9-2 ACI-99 9-3

Categories and Factors 1DL+.75LL+.75WL 1DL+.75LL+.7EL .6DL+.7EL 1.4DL+1.7LL 1.05DL+1.275LL+1.275WL .9DL+1.3WL

2

2

2

2

Mu-XX (kg-m) Z Dir As (cm ) Mu-ZZ (kg-m) X Dir As (cm ) 4975.58 3.146 6518.92 4.129 4400.61 2.781 29120.7 18.895 5531.62 3.5 27836.9 18.036 7999.68 5.074 10122 6.435 6184.17 3.915 8425.79 5.347 3347.83 2.113 4546.41 2.874

Footing Flexure Design (Top Bars) Description Categories and Factors Mu-XX (kg-m) Z Dir As (cm ) Mu-ZZ (kg-m) X Dir As (cm ) SW+OB 1SW+1OB-(ASCE 2.4.1-..,ASCE 2.4.1-..)462.994 0 462.994 0 Moment Capacity of Plain Concrete Section Along XX and ZZ= 6232.44kg-m,6232.44kg-m Per Chapter 22 of ACI 318.

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Page 2

Company : Designer : Job Number :

January 15, 2019 Checked By:_____

Z1

Footing Shear Check Two Way (Punching) Vc: 211168 kg Description ASCE 2.4.1-3c ASCE 2.4.1-3d ASCE 2.4.1-5 ACI-99 9-1 ACI-99 9-2 ACI-99 9-3

One Way (X Dir. Cut) Vc 56425.8 kg One Way (Z Dir. Cut) Vc: 56425.8 kg Punching Vu(kg) Vu/ Vc 22746.9 .144 37795.9 .239 22364 .141 35312.3 .223 27541.6 .174 16518.8 .104

Categories and Factors 1DL+.75LL+.75WL 1DL+.75LL+.7EL .6DL+.7EL 1.4DL+1.7LL 1.05DL+1.275LL+1.275WL .9DL+1.3WL

X Dir. Cut Vu(kg) Vu/ Vc 5799.23 .137 40053.2 .946 23718.3 .56 9361.53 .221 7237.87 .171 3866.94 .091

Z Dir. Cut Vu(kg) Vu/ Vc 7794.6 .184 40053.2 .946 23718.3 .56 12105.5 .286 10136 .24 5416.57 .128

Pedestal Design Shear Check Results (Envelope): Shear Along X Direction Vc: 10503.6 kg Vs: 13449.5 kgVu: 13175 kg Shear Along Z Direction Vc: 10503.6 kg Vs: 13449.5 kgVu: 7750 kg Pedestal Ties: #3 @ 15 cm Bending Check Results (Envelope): Unity Check: 1.071 Phi : .811 Pu : 37017.6 kg Mux : 16853.5 kg-m Pn : 45642.7 kg Mnx : 20780.3 kg-m Mnox: 29708 kg-m % Steel: .442 Pedestal Bars: 10 #5

Vu/ Vu/

Vn: .733 Vn: .431

: .75

Parme Beta : .65 Muz: : 31111 kg-m Mnz: : 38359.9 kg-m Mnoz : 29708 kg-m

Compression Development Length Pedestal Bars (Envelope): Lreq.: 41.736 cm Lpro.: 38.055 cm Lreq./Lpro.: 1.097

Concrete Bearing Check (Vertical Loads Only) Bearing Bc :

573705 kg

Description ASCE 2.4.1-3c ASCE 2.4.1-3d ASCE 2.4.1-5 ACI-99 9-1 ACI-99 9-2 ACI-99 9-3

Categories and Factors 1DL+.75LL+.75WL 1DL+.75LL+.7EL .6DL+.7EL 1.4DL+1.7LL 1.05DL+1.275LL+1.275WL .9DL+1.3WL

Bearing Bu (kg) 32658.2 40574.2 24030.9 50131.5 38873.6 24347.4

Bearing Bu/ Bc .088 .109 .064 .134 .104 .065

Overturning Check (Service) Description ASCE 2.4.1-1 ASCE 2.4.1-2

Categories and Factors 1DL 1DL+1LL

Mo-XX (kg-m)Ms-XX (kg-m) Mo-ZZ (kg-m) Ms-ZZ (kg-m) OSF-XX OSF-ZZ 2159 22572.2 3844 22407.2 10.455 5.829 4336 30012.2 8164 29757.2 6.922 3.645

Mo-XX: Governing Overturning Moment about AD or BC Ms-XX: Governing Stablizing Moment about AD or BC OSF-XX: Ratio of Ms-XX to Mo-XX

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Page 3

Company : Designer : Job Number :

January 15, 2019 Checked By:_____

Z1

Sliding Check (Service) Description ASCE 2.4.1-1 ASCE 2.4.1-2

Categories and Factors 1DL 1DL+1LL

Va-XX (kg) 2340 4700

Vr-XX (kg) 7682.47 10202.5

Va-ZZ (kg) 110 170

Vr-ZZ (kg) 7682.47 10202.5

SR-XX SR-ZZ 3.283 69.841 2.171 60.015

Va-XX: Applied Lateral Force to Cause Sliding Along XX Axis Vr-XX: Resisting Lateral Force Against Sliding Along XX Axis SR-XX: Ratio of Vr-XX to Va-XX

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Page 4

Company : Designer : Job Number :

January 12, 2019 Checked By:_____

Z2

Sketch X

.825 m

B 2.05 m

40 cm

D

D

C

2.05 m

Details

A

C

X

B

Z

100 cm

Z

100 cm

40 cm

#[email protected] cm

C

2.05 m

2

(11,#5)

2

(10 #5)

X Dir. Steel: 21.77 cm Z Dir. Steel: 19.79 cm

#3@15 cm

50 cm

7.5 cm

2.05 m

#5@19 cm

D

50 cm

.825 m

A

D

C

Footing Elevation

Bottom Rebar Plan

Geometry, Materials and Criteria Length Width Thickness Height

: 2.05 m : 2.05 m : 50 cm : 100 cm

eX eZ pX pZ

: 0 cm : 0 cm : 40 cm : 40 cm

Footing Top Bar Cover : 7.5 cm Footing Bottom Bar Cover : 7.5 cm Pedestal Longitudinal Bar Cover : 4 cm

RISAFoot Version 3.0

Gross Allow. Bearing Concrete Weight Concrete f'c Design Code

: 13000 kg/m^2 (gross) Steel fy : 413.684 MPa : 2322.68 kg/m^3 Minimum Steel : .0018 : 20.684 MPa Maximum Steel : .0075 : ACI 318-05

Overturning Safety Factor Coefficient of Friction Passive Resistance of Soil

[C:\...\Untitled.rft]

: 1.5 : 0.3 : 0 kg

Phi for Flexure : 0.9 Phi for Shear : 0.75 Phi for Bearing : 0.65

Page 1

Company : Designer : Job Number :

January 12, 2019 Checked By:_____

Z2

Loads DL LL EL WL

P (kg) 15900 5130 7370 1000 +P

Vx (kg) 2000 1610 14390 1000 +Vx

Vz (kg) 50 40 11130

Mx (kg-m) 1850 1492 27568

Mz (kg-m) 300 100 26445

+Vz

+Mx

+Mz

A

D

D

C

D

C

A

Overburden (kg/m^2) 0

+Over

D

Soil Bearing Description ASCE 2.4.1-1 ASCE 2.4.1-2

Categories and Factors 1DL 1DL+1LL

A

B

A

B

D

C

D

C

1DL QA: 6095.32 kg/m^2 QB: 8567.71 kg/m^2 QC: 3971.15 kg/m^2 QD: 1498.75 kg/m^2 NAZ: 710.396 cm NAX: 382.107 cm

Gross Allow.(kg/m^2) Max Bearing (kg/m^2) Max/Allowable Ratio 13000 8567.71 (B) .659 13000 12537.3 (B) .964

1DL+1LL QA: 8070.27 kg/m^2 QB: 12537.3 kg/m^2 QC: 4437.59 kg/m^2 QD: 0 kg/m^2 NAZ: 575.36 cm NAX: 317.314 cm

Footing Flexure Design (Bottom Bars) Description ASCE 2.4.1-3c ASCE 2.4.1-3d ASCE 2.4.1-5 ACI-99 9-1 ACI-99 9-2 ACI-99 9-3

Categories and Factors 1DL+.75LL+.75WL 1DL+.75LL+.7EL .6DL+.7EL 1.4DL+1.7LL 1.05DL+1.275LL+1.275WL .9DL+1.3WL

2

2

2

2

Mu-XX (kg-m) Z Dir As (cm ) Mu-ZZ (kg-m) X Dir As (cm ) 4477.33 2.839 5708.21 3.623 3618.17 2.292 31965.3 20.782 4619.92 2.93 31544.8 20.5 6978.52 4.434 8392.09 5.339 5450.52 3.459 7191.63 4.571 3214.81 2.036 4396.02 2.787

Footing Flexure Design (Top Bars) Description Categories and Factors Mu-XX (kg-m) Z Dir As (cm ) Mu-ZZ (kg-m) X Dir As (cm ) SW+OB 1SW+1OB-(ASCE 2.4.1-..,ASCE 2.4.1-..)810.198 0 810.198 0 Moment Capacity of Plain Concrete Section Along XX and ZZ= 7300.85kg-m,7300.85kg-m Per Chapter 22 of ACI 318.

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Page 2

Company : Designer : Job Number :

January 12, 2019 Checked By:_____

Z2

Footing Shear Check Two Way (Punching) Vc: 209959 kg Description ASCE 2.4.1-3c ASCE 2.4.1-3d ASCE 2.4.1-5 ACI-99 9-1 ACI-99 9-2 ACI-99 9-3

One Way (X Dir. Cut) Vc 65848.2 kg One Way (Z Dir. Cut) Vc: 65848.2 kg Punching Vu(kg) Vu/ Vc 17554 .111 26053.4 .165 15387.2 .098 26497.3 .168 20950.8 .133 13411.6 .085

Categories and Factors 1DL+.75LL+.75WL 1DL+.75LL+.7EL .6DL+.7EL 1.4DL+1.7LL 1.05DL+1.275LL+1.275WL .9DL+1.3WL

X Dir. Cut Vu(kg) Vu/ Vc 5482.04 .111 29187.5 .591 17267.6 .35 8563.85 .173 6683.77 .135 3918.12 .079

Z Dir. Cut Vu(kg) Vu/ Vc 7097.26 .144 29187.5 .591 17267.6 .35 10418.8 .211 8968.53 .182 5468.14 .111

Pedestal Design Shear Check Results (Envelope): Shear Along X Direction Vc: 10503.6 kg Vs: 13449.5 kgVu: 13280.5 kg Shear Along Z Direction Vc: 10503.6 kg Vs: 13449.5 kgVu: 7871 kg Pedestal Ties: #3 @ 15 cm Bending Check Results (Envelope): Unity Check: 0.984 Phi : .855 Pu : 25278.1 kg Mux : 14395.6 kg-m Pn : 29571 kg Mnx : 16840.3 kg-m Mnox: 28580.7 kg-m % Steel: .442 Pedestal Bars: 10 #5

Vu/ Vu/

Vn: .739 Vn: .438

: .75

Parme Beta : .65 Muz: : 32167 kg-m Mnz: : 37629.7 kg-m Mnoz : 28580.7 kg-m

Compression Development Length Pedestal Bars (Envelope): Lreq.: 41.736 cm Lpro.: 37.42 cm Lreq./Lpro.: 1.115

Concrete Bearing Check (Vertical Loads Only) Bearing Bc :

573705 kg

Description ASCE 2.4.1-3c ASCE 2.4.1-3d ASCE 2.4.1-5 ACI-99 9-1 ACI-99 9-2 ACI-99 9-3

Categories and Factors 1DL+.75LL+.75WL 1DL+.75LL+.7EL .6DL+.7EL 1.4DL+1.7LL 1.05DL+1.275LL+1.275WL .9DL+1.3WL

Bearing Bu (kg) 25749.7 30158.7 17850.3 38334 30025.5 20336.9

Bearing Bu/ Bc .069 .081 .048 .103 .081 .055

Overturning Check (Service) Description ASCE 2.4.1-1 ASCE 2.4.1-2

Categories and Factors 1DL 1DL+1LL

Mo-XX (kg-m)Ms-XX (kg-m) Mo-ZZ (kg-m) Ms-ZZ (kg-m) OSF-XX OSF-ZZ 1850 21756 3300 21681 11.76 6.57 3342 27074.2 5815 26939.2 8.101 4.633

Mo-XX: Governing Overturning Moment about AD or BC Ms-XX: Governing Stablizing Moment about AD or BC OSF-XX: Ratio of Ms-XX to Mo-XX

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Page 3

Company : Designer : Job Number :

January 12, 2019 Checked By:_____

Z2

Sliding Check (Service) Description ASCE 2.4.1-1 ASCE 2.4.1-2

Categories and Factors 1DL 1DL+1LL

Va-XX (kg) 2000 3610

Vr-XX (kg) 6345.65 7884.65

Va-ZZ (kg) 50 90

Vr-ZZ (kg) 6345.65 7884.65

SR-XX SR-ZZ 3.173 126.913 2.184 87.607

Va-XX: Applied Lateral Force to Cause Sliding Along XX Axis Vr-XX: Resisting Lateral Force Against Sliding Along XX Axis SR-XX: Ratio of Vr-XX to Va-XX

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Page 4

Company : Designer : Job Number :

January 15, 2019 Checked By:_____

Z3

Sketch X

A

B

1.35 m

C

D

Details

X

B

Z

7.5 cm

1.35 m

#5@15 cm

#5@20 cm

D

C

1.35 m

2

(9,#5)

2

(7 #5)

X Dir. Steel: 17.81 cm Z Dir. Steel: 13.86 cm

#3@15 cm

50 cm

A

C

100 cm

D

50 cm

1.35 m

Z

100 cm

40 cm 40 cm

.475 m

.475 m

D C Footing Elevation

Bottom Rebar Plan

Geometry, Materials and Criteria Length Width Thickness Height

: 1.35 m : 1.35 m : 50 cm : 100 cm

eX eZ pX pZ

: 0 cm : 0 cm : 40 cm : 40 cm

Footing Top Bar Cover : 7.5 cm Footing Bottom Bar Cover : 7.5 cm Pedestal Longitudinal Bar Cover : 4 cm

RISAFoot Version 3.0

Gross Allow. Bearing Concrete Weight Concrete f'c Design Code

: 25000 kg/m^2 (gross) Steel fy : 413.684 MPa : 2322.68 kg/m^3 Minimum Steel : .0018 : 20.684 MPa Maximum Steel : .0075 : ACI 318-05

Overturning Safety Factor Coefficient of Friction Passive Resistance of Soil

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: 1.5 : 0.3 : 0 kg

Phi for Flexure : 0.9 Phi for Shear : 0.75 Phi for Bearing : 0.65

Page 1

Company : Designer : Job Number :

January 15, 2019 Checked By:_____

Z3

Loads DL LL EL

P (kg) 12220 2930 11180 +P

Vx (kg) 1660 820 9980 +Vx

Vz (kg) 160 20 10670 +Vz

A

D

D

C

Mx (kg-m) 1533 760 23706 +Mx D

C

Mz (kg-m) 86 40 24310 +Mz A

Overburden (kg/m^2) 0 +Over

D

Soil Bearing Description ASCE 2.4.1-1 ASCE 2.4.1-2

Categories and Factors 1DL 1DL+1LL

A

B

A

B

D

C

D

C

1DL QA: 11194.3 kg/m^2 QB: 17531.4 kg/m^2 QC: 4934.83 kg/m^2 QD: 0 kg/m^2 NAZ: 373.475 cm NAX: 187.888 cm

Gross Allow.(kg/m^2) Max Bearing (kg/m^2) Max/Allowable Ratio 25000 17531.4 (B) .701 25000 24478 (B) .979

1DL+1LL QA: 14041.5 kg/m^2 QB: 24478 kg/m^2 QC: 5058.72 kg/m^2 QD: 0 kg/m^2 NAZ: 316.633 cm NAX: 170.168 cm

Footing Flexure Design (Bottom Bars) Description ASCE 2.4.1-3c ASCE 2.4.1-3d ASCE 2.4.1-5 ACI-99 9-1 ACI-99 9-2 ACI-99 9-3

Categories and Factors 1DL+.75LL+.75WL 1DL+.75LL+.7EL .6DL+.7EL 1.4DL+1.7LL 1.05DL+1.275LL+1.275WL .9DL+1.3WL

2

2

2

2

Mu-XX (kg-m) Z Dir As (cm ) Mu-ZZ (kg-m) X Dir As (cm ) 1768.44 1.119 2251.32 1.426 2108 1.335 25901.3 16.959 2730.2 1.731 25605.3 16.758 2781.75 1.763 3564.48 2.262 2086.31 1.321 2673.36 1.694 1278.64 .809 1606.99 1.017

Footing Flexure Design (Top Bars) Description Categories and Factors Mu-XX (kg-m) Z Dir As (cm ) Mu-ZZ (kg-m) X Dir As (cm ) SW+OB 1SW+1OB-(ASCE 2.4.1-..,ASCE 2.4.1-..)176.868 0 176.868 0 Moment Capacity of Plain Concrete Section Along XX and ZZ= 4807.88kg-m,4807.88kg-m Per Chapter 22 of ACI 318.

Footing Shear Check Two Way (Punching) Vc: 209959 kg Description ASCE 2.4.1-3c ASCE 2.4.1-3d ASCE 2.4.1-5 ACI-99 9-1 ACI-99 9-2 ACI-99 9-3

One Way (X Dir. Cut) Vc 43363.4 kg One Way (Z Dir. Cut) Vc: 43363.4 kg

Categories and Factors 1DL+.75LL+.75WL 1DL+.75LL+.7EL .6DL+.7EL 1.4DL+1.7LL 1.05DL+1.275LL+1.275WL .9DL+1.3WL

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Punching Vu(kg) Vu/ Vc 9425.21 .06 23390.4 .149 15846.2 .101 14494.4 .092 10870.8 .069 7184.78 .046

X Dir. Cut Vu(kg) Vu/ Vc 978.276 .03 24640.8 .758 16596.4 .51 1548.29 .048 1161.21 .036 699.42 .022

Z Dir. Cut Vu(kg) Vu/ Vc 1288.37 .04 24640.8 .758 16596.4 .51 2050.93 .063 1538.2 .047 910.28 .028

Page 2

Company : Designer : Job Number :

January 15, 2019 Checked By:_____

Z3

Pedestal Design Shear Check Results (Envelope): Shear Along X Direction Vc: 10552.5 kg Vs: 13512.1 kgVu: 9261 kg Shear Along Z Direction Vc: 10552.5 kg Vs: 13512.1 kgVu: 7644 kg Pedestal Ties: #3 @ 15 cm Bending Check Results (Envelope): Unity Check: 0.559 Phi : .895 Pu : 22615.1 kg Mux : 11053.2 kg-m Pn : 25269.1 kg Mnx : 12350.3 kg-m Mnox: 25660 kg-m % Steel: .383 Pedestal Bars: 110 #5

Vu/ Vu/

Vn: .513 Vn: .424

: .75

Parme Beta : .65 Muz: : 26394 kg-m Mnz: : 29491.4 kg-m Mnoz : 25660 kg-m

Compression Development Length Pedestal Bars (Envelope): Lreq.: 34.78 cm Lpro.: 37.738 cm Lreq./Lpro.: .922

Concrete Bearing Check (Vertical Loads Only) Bearing Bc :

573705 kg

Description ASCE 2.4.1-3c ASCE 2.4.1-3d ASCE 2.4.1-5 ACI-99 9-1 ACI-99 9-2 ACI-99 9-3

Categories and Factors 1DL+.75LL+.75WL 1DL+.75LL+.7EL .6DL+.7EL 1.4DL+1.7LL 1.05DL+1.275LL+1.275WL .9DL+1.3WL

Bearing Bu (kg) 16905.7 24731.7 16650.9 25572.4 19179.3 13237.4

Bearing Bu/ Bc .045 .066 .045 .069 .051 .035

Overturning Check (Service) Description ASCE 2.4.1-1 ASCE 2.4.1-2

Categories and Factors 1DL 1DL+1LL

Mo-XX (kg-m)Ms-XX (kg-m) Mo-ZZ (kg-m) Ms-ZZ (kg-m) OSF-XX OSF-ZZ 1533 10168 2576 9928.02 6.633 3.854 2293 12175.8 3846 11905.8 5.31 3.096

Mo-XX: Governing Overturning Moment about AD or BC Ms-XX: Governing Stablizing Moment about AD or BC OSF-XX: Ratio of Ms-XX to Mo-XX

Sliding Check (Service) Description ASCE 2.4.1-1 ASCE 2.4.1-2

Categories and Factors 1DL 1DL+1LL

Va-XX (kg) 1660 2480

Vr-XX (kg) 4412.45 5291.45

Va-ZZ (kg) 160 180

Vr-ZZ (kg) 4412.45 5291.45

SR-XX SR-ZZ 2.658 27.578 2.134 29.397

Va-XX: Applied Lateral Force to Cause Sliding Along XX Axis Vr-XX: Resisting Lateral Force Against Sliding Along XX Axis SR-XX: Ratio of Vr-XX to Va-XX

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ZAPATA MEDIANERA (Z4) B1 qa: f'c: fy: P: M: Pu: Mu: B1: B2: b1: b2: h: e:

250 21 420 310 43.00 465 64.50 1100 2000 400 400 500 138.71

kN / m² MPa MPa kN kN * m kN kN * m mm mm mm mm mm mm

b1

b2

B2

TENSIÓN DE CONTACTO: Pu ≤ φ 0.85 f'c b1 b2 465 ≤

2499 kN

no requiere pedestal

ÁREA DE LA ZAPATA: A req = P / qa = 1.24 m² B1 propuesto= 1.10 m B2 propuesto = P/(qa B1)(1+(6e/B1))= 1.98016529 m A propuesta = 2.18 m² A suministrada = q max = P/A(1+(6e/B1)) = q min = P/A(1-(6e/B1)) =

2.20 m² 141.02 kN / m² 140.80 kN / m²

< qa < qa

OK OK

CORTANTE BIDIRECCIONAL: d = h - 70 = 430 mm bo = 2(b1+d/2)+b2+d= φ= 0.85 βc = 1 αs = 30 615 mm x = b1 + d/2 = qx = q max - (x/B1)(q max - q min) =

2060 mm

vu = ((Pu-(q max+q x)/2)(b1+d/2)(b2+d) /(bo*d)=

distancia al centroide del refuerzo perímetro crítico

140.90 kN / m² 0.52 MPa

φ √f'c / 6 (1 + 2 / βc) = φ √f'c / 6 (1 + αs d / (2 bo)) = φ √f'c / 3 =

1.95 MPa 2.68 MPa 1.30 MPa

> vu > vu > vu

OK OK OK

CORTANTE UNIDIRECCIONAL: x = b1 + d = 830 mm qx = q max - (x/B1)(q max - q min) =

140.85 kN / m²

vu = ((q x+q min)/2)(B2)(B1-b1-d)/(B2*d) = vu = ((q max+q min)/2)(B1)(B2/2-b2/2-d) /(B1*d)= φ √f'c / 6 =

0.65 MPa

> vu

0.09 MPa 0.12 MPa

largo corto

OK

REFUERZO POR FLEXIÓN: x = b1 = 400 mm qx = q max - (x/B1)(q max - q min) =

140.94 kN / m²

Mu = (B1/4)(q max+q min)(B2/2-b2/2)² = As = (Mu/(f'c B1 d²)+1)(1.1Mu)/(fy d) = As min = 0.0018 B1 d =

305.61 mm² 851.40 mm²

Mu = (B2)(B1-b1)²((q min/2)+(qx-q min)/6) = As = (Mu/(f'c B2 d²)+1)(1.1Mu)/(fy d) = As min = 0.0018 B2 d =

424.10 mm² 1548 mm²

4.96E+07 N*mm

largo

6.90E+07 N*mm

corto

ZAPATA MEDIANERA (Z5) B1 qa: f'c: fy: P: M: Pu: Mu: B1: B2: b1: b2: h: e:

250 21 420 230 35.00 345 52.50 950 1900 400 400 500 152.17

kN / m² MPa MPa kN kN * m kN kN * m mm mm mm mm mm mm

b1

b2

B2

TENSIÓN DE CONTACTO: Pu ≤ φ 0.85 f'c b1 b2 345 ≤

2499 kN

no requiere pedestal

ÁREA DE LA ZAPATA: A req = P / qa = 0.92 m² B1 propuesto= 0.95 m B2 propuesto = P/(qa B1)(1+(6e/B1))= 1.89916898 m A propuesta = 1.80 m² A suministrada = q max = P/A(1+(6e/B1)) = q min = P/A(1-(6e/B1)) =

1.81 m² 127.55 kN / m² 127.30 kN / m²

< qa < qa

OK OK

CORTANTE BIDIRECCIONAL: d = h - 70 = 430 mm bo = 2(b1+d/2)+b2+d= φ= 0.85 βc = 1 αs = 30 615 mm x = b1 + d/2 = qx = q max - (x/B1)(q max - q min) =

2060 mm

vu = ((Pu-(q max+q x)/2)(b1+d/2)(b2+d) /(bo*d)=

distancia al centroide del refuerzo perímetro crítico

127.39 kN / m² 0.39 MPa

φ √f'c / 6 (1 + 2 / βc) = φ √f'c / 6 (1 + αs d / (2 bo)) = φ √f'c / 3 =

1.95 MPa 2.68 MPa 1.30 MPa

> vu > vu > vu

OK OK OK

CORTANTE UNIDIRECCIONAL: x = b1 + d = 830 mm qx = q max - (x/B1)(q max - q min) =

127.33 kN / m²

vu = ((q x+q min)/2)(B2)(B1-b1-d)/(B2*d) = vu = ((q max+q min)/2)(B1)(B2/2-b2/2-d) /(B1*d)= φ √f'c / 6 =

0.65 MPa

> vu

0.04 MPa 0.09 MPa

largo corto

OK

REFUERZO POR FLEXIÓN: x = b1 = 400 mm qx = q max - (x/B1)(q max - q min) =

127.44 kN / m²

Mu = (B1/4)(q max+q min)(B2/2-b2/2)² = As = (Mu/(f'c B1 d²)+1)(1.1Mu)/(fy d) = As min = 0.0018 B1 d =

209.28 mm² 735.30 mm²

Mu = (B2)(B1-b1)²((q min/2)+(qx-q min)/6) = As = (Mu/(f'c B2 d²)+1)(1.1Mu)/(fy d) = As min = 0.0018 B2 d =

224.01 mm² 1470.6 mm²

3.40E+07 N*mm

largo

3.66E+07 N*mm

corto

ZAPATA ESQUINERA (Z6)

qa: f'c: fy: P: M: Pu: Mu: B1: B2: b1: b2: h: e:

250 21 420 150 22.5 225 33.75 1000 1000 400 400 500 150.00

kN / m² MPa MPa kN kN * m kN kN * m mm mm mm mm mm mm

B1

b1

B2

b2

TENSIÓN DE CONTACTO: Pu ≤ φ 0.85 f'c b1 b2 225 ≤

2499.00 kN

no requiere pedestal

ÁREA DE LA ZAPATA: A = P / qa = B1 = B2 = q real:

0.60 m² 0.77 m 150.00 kN / m²

A suministrada = q max = P/A(1+(6e/B1)) = q min = P/A(1-(6e/B1)) =

≤ qa 1.00 m² 150.14 kN / m² 149.87 kN / m²

OK

< qa < qa

OK OK

CORTANTE BIDIRECCIONAL: d = h - 70 = 430 mm bo = b1+b2+d= φ= 0.85 βc = 1 αs = 20 615 mm x = b1 + d/2 = qx = q max - (x/B1)(q max - q min) =

1230 mm

distancia al centroide del refuerzo perímetro crítico

149.97 kN / m²

vu = ((Pu-(q max+q x)/2)(b1+d/2)(b2+d) /(bo*d)=

0.43 MPa

φ √f'c / 6 (1 + 2 / βc) = φ √f'c / 6 (1 + αs d / (2 bo)) = φ √f'c / 3 =

1.95 MPa 2.92 MPa 1.30 MPa

> vu > vu > vu

CORTANTE UNIDIRECCIONAL: x = b1 + d = 830 mm qx = q max - (x/B1)(q max - q min) =

149.91 kN / m²

vu = ((q x+q min)/2)(B2)(B1-b1-d) /(B2*d)= φ √f'c / 6 =

0.65 MPa

0.06 MPa > vu

OK

REFUERZO POR FLEXIÓN: x = b1 = 400 mm qx = q max - (x/B1)(q max - q min) =

150.03 kN / m²

Mu = (B1/4)(q max+q min)(B2/2-b2/2)² = As = (Mu/(f'c B1 d²)+1)(1.1Mu)/(fy d) = As min = 0.0018 B1 d =

41.18 mm² 774.00 mm²

6.75E+06 N*mm

OK OK OK