Aisc Tabla Perfiles

AISC MEMBER DIMENSIONS AND PROPERTIES VIEWER W, S, M, HP Shapes

C, MC Shapes

Y

Single Angles

Y

Y

X

T

a= Wno = Sw = Qf = Qw =

x=1.11 t=0.3125

d=4

X

X X

d=5.09 tw=0.22

d=5

in. in. in. in. in. in. in. in. in. in.^4 in.^3 in. in.^4 in.^3 in. in.^3 in.^3

A= d= tw = bf = tf = T= k= gage = x(bar) = eo = d/Af = Ix = Sx = rx = Iy = Sy = ry = J= Cw =

in.^4

a=

in.^6

ro(bar) = H=

in.

C8x11.5 3.37 8.000 0.220 2.260 0.390 6-1/8 0.9375 1-3/8 0.572 0.697 9.08 32.50 8.14 3.110 1.31 0.78 0.623 0.13 16.5 18.13 3.41 0.862

X

d=8

y=1.11 tw=0.24

b=4 (0, 3/8, or 3/4 gap)

bf=2.26

in.^2

t=0.349

b=3.5 t=0.375

bf=5.75 y=1.07 tf=0.36

X

d=8

bf=5

W5x16 4.71 5.010 0.240 5.000 0.360 3-1/2 0.6600 0.4375 2-3/4 1.370 2.78 21.40 8.55 2.130 7.51 3.00 1.260 9.63 4.58 0.19 40.6 23.40 5.81 2.62 1.99 4.74

Y

tf=0.39

tw=0.24

A= d= tw = bf = tf = T= k= k1 = gage = rt = d/Af = Ix = Sx = rx = Iy = Sy = ry = Zx = Zy = J= Cw =

Square & Rectangular HSS Y

x(bar)=0.572 d=5.01

Double Angles

Y k1=0.4375 tf=0.36

k=0.66

WT, ST, MT Shapes

in.^2 in. in. in. in. in. in. in. in. in. in.^4 in.^3 in. in.^4 in.^3 in. in.^4 in.^6 in. in.

A= d= tw = bf = tf = k= d/tw = Ix = Sx = rx = y= Iy = Sy = ry = J= Cw =

a= ro(bar) = H=

WT5x11 3.24 5.090 0.240 5.750 0.360 0.6600 21.20 6.88 1.72 1.460 1.070 5.71 1.99 1.330 0.119 0.107 1.53 2.16 0.830

L4x4x5/16 in.^2 in. in. in. in. in. in.^4 in.^3 in. in. in.^4 in.^3 in. in.^4 in.^6 in. in.

d= b= t= k= wt./ft. = A= Ix = Sx = rx = y= Iy = Sy = ry = x= rz = TAN(a) = J= Cw =

a= ro(bar) = H=

4 4 0.3125 0.6875 8.16 2.40 3.67 1.27 1.240 1.110 3.67 1.27 1.240 1.110 0.781 1.000 0.0832 0.0963 1.73 2.21 0.627

b=6

2L5x3-1/2x3/8LLBB in. in. in. in. plf. in.^2 in.^4 in.^3 in. in. in.^4 in.^3 in. in. in.

d= b= t= k= wt./ft. = A= Ix = Sx = rx = y= ry(0) = ry(3/8) = ry(3/4) = ro(bar) = H=

5 3.5 0.375 0.8125 20.80 6.10 15.50 4.56 1.590 1.600 1.330 1.460 1.590 2.51 0.683

HSS8x6x3/8 in. in. in. in. plf. in.^2 in.^4 in.^3 in. in. in. in. in. in.

d= b= t= wt./ft. = A= Ix = Sx = rx = Zx = Iy = Sy = ry = Zy = J=

8 6 0.349 32.50 8.97 79.10 19.80 2.970 24.10 50.60 16.90 2.380 19.80 100.00

in. in. in. plf. in.^2 in.^4 in.^3 in. in.^3 in.^4 in.^3 in. in.^3 in.^4

Round HSS & Pipes Y

in.^4

t=0.322

in.^6 in. in.

X

O.D.=8.63

I.D.=7.98

in.^2 in.^4 in.^3 in.^3

PIPE8STD

Reference: The shapes contained in this database are a compilation of those listed in the current AISC "Shapes Database" CD-ROM Version 3.0 (June, 2001), as well as those listed in the AISC 9th Edition Manual of Steel Construction (1989)

O.D. = I.D. = t= wt./ft. = A= I= S= r= J=

8.63 7.98 0.322 28.60 8.40 72.50 16.80 2.940 145.00

in. in. in. plf. in.^2 in.^4 in.^3 in. in.^4

NOMENCLATURE FOR MEMBER PROPERTIES AND DIMENSIONS: A= d= tw = bf = tf = T= k= k1 = gage = rt = d/Af = Ix = Sx = rx = Iy = Sy = ry = Zx = Zy = J= Cw = a= E= G= W no = Sw = Qf = Qw = x(bar) = eo = xo = yo = ro(bar) = H= LLBB = SLBB = STD = XS = XXS =

Cross-sectional area of member (in.^2) Overall depth of member, parallel to X-axis (in.) Thickness of web of member (in.) Width of flange of member (in.) Thickness of flange of member (in.) Distance between fillets for wide-flange or channel shape (in.) = d-2*k Distance from outer face of flange to web toe of fillet (in.) Distance from web centerline to flange toe of fillet (in.) Standard gage (bolt spacing) for member (in.) Radius of gyration of compression flange plus 1/3 of compression web area, taken about an axis in plane of web (in.) Ratio of of total depth of member to area of compression flange of member = d/(bf*tf) Moment of inertia of member taken about X-axis (in.^4) Elastic section modulus of member taken about X-axis (in.^3) Radius of gyration of member taken about X-axis (in.) = SQRT(Ix/A) Moment of inertia of member taken about Y-axis (in.^4) Elastic section modulus of member taken about Y-axis (in.^3) Radius of gyration of member taken about Y-axis (in.) = SQRT(Iy/A) Plastic section modulus of member taken about X-axis (in.^3) Plastic section modulus of member taken about Y-axis (in.^3) Torsional constant of member (in.^4) Warping constant (in.^6) Torsional property, a = SQRT(E*Cw/G*J) Modulus of elasticity of steel = 29,000 ksi Shear modulus of elasticity of steel = 11,200 ksi Normalized warping function at a point at the flange edge (in.^2) Warping statical moment at a point on the cross section (in.^4) Statical moment for a point in the flange directly above the vertical edge of the web (in.^3) Statical moment at the mid-depth of the section (in.^3) Distance from outside face of web of channel shape to Y-axis (in.) 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 x-coordinate of shear center with respect to the centroid of the section (in.) y-coordinate of shear center with respect to the centroid of the section (in.) Polar radius of gyration about the shear center (in.) = SQRT(xo^2+yo^2+(Ix+Iy)/A) Flexural constant, H = 1-(xo^2+yo^2)/ro(bar)^2) Long legs back-to-back for double angles Short legs back-to-back for double angles Standard weight (Schedule 40) pipe section Extra strong (Schedule 80) pipe section Double-extra strong pipe section