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Dimensiones y propiedades de perfiles de Acero AISC (Planilla Excel)
Estructuras Metálicas

Dimensiones y propiedades de perfiles de Acero AISC (Planilla Excel)

admin 17/01/2018

Esta es una planilla Excel para ingenieros civiles que contiene una base de datos con las dimensiones y propiedades de perfiles de acero (secciones de acero), el autor de esta Hoja Excel es Alex Tomanovich, a quien damos todo el crédito y agradecimiento respectivo. Las propiedades y dimensiones de los perfiles de esta base de datos fueron obtenidas de la base de datos (CD-ROM Versión 12/2005) del Manual de Construcción de Acero AISC Edición 13 (12/2005).

Esta herramienta esta en inglés y es de uso fácil, estamos seguros que comprenderán su sencillo funcionamiento y significados.

Los perfiles y secciones de acero cuyas propiedades se muestran en la planilla Excel con los siguientes:

– Perfiles W, S, M, HP

– Perfiles C, MC

– Perfiles WT, ST, MT

– Perfil Angular

– Perfil Angular Doble

– Perfil Rectangular HSS

– Perfil circular HSS y Tubular

– Placas, Planchas de acero

** Se muestran las propiedades de todos los perfiles.

Dimensiones y propiedades de perfiles de Acero

La nomenclatura y significado, de las dimensiones y propiedades de perfiles de Acero

Las definiciones estan en inglés y se detallan a continuación:

A =         Cross-sectional area of member (in.^2)
d =         Depth of member, parallel to Y-axis (in.)
h =         Depth of member, parallel to Y-axis (in.)
tw =       Thickness of web of member (in.)
bf =        Width of flange of member, parallel to X-axis (in.)
b =         Width of member, parallel to X-axis (in.)
tf =         Thickness of flange of member (in.)
k =          Distance from outer face of flange to web toe of fillet (in.)
k1 =       Distance from web centerline to flange toe of fillet (in.)
T =          Distance between fillets for wide-flange or channel shape = d(nom)-2*k(det) (in.)
gage =  Standard gage (bolt spacing) for member (in.)
Ix =        Moment of inertia of member taken about X-axis (in.^4)
Sx =       Elastic section modulus of member taken about X-axis (in.^3)
rx =        Radius of gyration of member taken about X-axis (in.) = SQRT(Ix/A)
Iy =        Moment of inertia of member taken about Y-axis (in.^4)
Sy =       Elastic section modulus of member taken about Y-axis (in.^3)
ry =        Radius of gyration of member taken about Y-axis (in.) = SQRT(Iy/A)
Zx =       Plastic section modulus of member taken about X-axis (in.^3)
Zy =       Plastic section modulus of member taken about Y-axis (in.^3)
rts =       SQRT(SQRT(Iy*Cw)/Sx) (in.)
xp =       horizontal distance from designated member edge to plastic neutral axis (in.)
yp =       vertical distance from designated member edge to plastic neutral axis (in.)
ho =       Distance between centroid of flanges, d-tf (in.)
J =          Torsional moment of inertia of member (in.^4)
Cw =      Warping constant (in.^6)
C =         Torsional constant for HSS shapes (in.^3)
a =          Torsional property, a = SQRT(E*Cw/G*J) (in.)
E =          Modulus of elasticity of steel = 29,000 ksi
G =         Shear modulus of elasticity of steel = 11,200 ksi
Wno =  Normalized warping function at a point at the flange edge (in.^2)
Sw =      Warping statical moment at a point on the cross section (in.^4)
Qf =       Statical moment for a point in the flange directly above the vertical edge of the web (in.^3)
Qw =     Statical moment at the mid-depth of the section (in.^3)
x(bar) =               Distance from outside face of web of channel shape or outside face of angle leg to Y-axis (in.)
y(bar) =               Distance from outside face of outside face of flange of WT or angle leg to Y-axis (in.)
eo =       Horizontal distance from the outer edge of a channel web to its shear center (in.) = (approx.) tf*(d-tf)^2*(bf-tw/2)^2/(4*Ix)-tw/2
xo =       x-coordinate of shear center with respect to the centroid of the section (in.)
yo =       y-coordinate of shear center with respect to the centroid of the section (in.)
ro(bar) =             Polar radius of gyration about the shear center = SQRT(xo^2+yo^2+(Ix+Iy)/A) (in.)
H =         Flexural constant, H = 1-(xo^2+yo^2)/ro(bar)^2)
LLBB =   Long legs back-to-back for double angles
SLBB =  Short legs back-to-back for double angles
h(flat) =               The workable flat (straight) dimension along the height, h (in.)
b(flat) =               The workable flat (straight) dimension along the width, b (in.)
A(surf) =             The total surface area of a rectangular or square HSS section (ft.^2/ft.)
STD =    Standard weight (Schedule 40) pipe section
XS =       Extra strong (Schedule 80) pipe section
XXS =    Double-extra strong pipe section

Esperamos que esta planilla Excel con la base de datos de las dimensiones y propiedades de perfiles de acero sea de utilidad para todas las personas interesadas en temas de ingeniería civil, no olviden dejarnos sus comentarios y opiniones.

Descarga desde GoogleDrive: Aquí

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About The Author

admin

10 Comments

  1. David

    Hola buenas tardes como podría descargar las planillas exel por favor gracias

    19/06/2018
    • admin

      Al final se encuentra un enlace de descarga de GDrive

      26/11/2021
  2. admin

    Saludos colegas, al final tienes un enlace de googledrive para obtener el archivo directamente

    26/06/2018
  3. luis fernando Gonzales Humire

    Hola buenas, La información es muy buena, pero estaría genial si se pudiera tener esta plantilla de la AISC en sus propiedades unidades (mm) ya que la base de datos esta en Pulgadas.

    22/08/2018
  4. VICTOR HUGO NOVOA FALEN

    Necesito tener tablas de propiedaes de los perfiles de acero porque me dedico al diseño

    21/11/2018
  5. monse

    Muy buen aporte

    05/02/2019
  6. Andres

    Estudiante

    11/09/2019
  7. Freddy

    Muy buenos días ..cómo puedo descargar esta planilla ? Alguien me ayuda

    19/11/2021
    • admin

      Al final de la publicación se encuentra el enlace de descarga compañero, de Gdrive

      26/11/2021
  8. Wilson Fernández

    Excelente material lo necesitaba gracias

    03/01/2022

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