Package: aiscpy
Gestor de consultas para selección de perfiles AISCLa AISC (American Institute of Steel Construction) es el Instituto Americano de la Construcción en Acero.AISCPy establece una base de datos y funciones para consultar el mismo, de manera que con esta se pueda desarrollar aplicaciones de calculo estructural en acero.Propiedades de los perfiles y unidades:W, S, M, HP ShapesC, MC ShapesA=	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.)  (Note: gages for angles are available by viewing comment box at cell K18.)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(ECw/GJ) (in.)E=	Modulus of elasticity of steel = 29,000 ksiG=	Shear modulus of elasticity of steel = 11,200 ksiWno=	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/2xo=	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 anglesSLBB=	Short legs back-to-back for double anglesh(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 sectionXS=	Extra strong (Schedule 80) pipe sectionXXS=	Double-extra strong pipe section¿Deseas colaborar?Por favor contactate al correo electronico que aparece al final.¿Deseas aprender?Por favor contactate al correo electronico que aparece al final.AISC: American Institute Steel of ConstructionAutor:Rodrigo JimenezEmail:jimenezhuancarodrigo@gmail.comReference:The shapes contained in this database are taken from the AISC Version 13.0
"Shapes Database" CD-ROM Version (12/2005), as well as those listed in the
AISC 13th Edition Manual of Steel Construction (12/2005).