AISC 13th EDITION MEMBER DIMENSIONS AND PROPERTIES VIEWER

W, S, M, HP Shapes Y
k k1=0.625 tf=0.36

C, MC Shapes Y
tf=0.436

WT, ST, MT Shapes Y

Single Angles Y

Double Angles Y
b=4

Rectangular HSS Y
t(des)=0.349

x(bar)=0.649 d=10.2 T

bf=7.07 y(bar)=1.89 tf=0.63

t=0.75 d=4 x(bar)=1.27 t=0.75

X
d=4 y(bar)=1.27 (0, 3/8, or 3/4 gap) b=6 h=8

X
tw=0.24 bf=5.75

d=10

X
d=8.13 tw=0.673 bf=3.03

X X
tw=0.38 b=4 y(bar)=1.27

A= d= tw = bf = tf = k(des) = k(det) = k1 = T= gage = wt./ft. = bf/(2*tf) h/tw = Ix = Sx = rx = Zx = Iy = Sy = ry = Zy = rts = ho = J= Cw =

a=
W no = Sw = Qf = Qw =

W10X22 6.49 10.2 0.24 5.75 0.36 0.66 0.9375 0.625 8.25 2.75 22 7.99 36.9 118 23.2 4.27 26 11.4 3.97 1.33 6.1 1.55 9.81 0.239 275 54.58 14.1 7.32 4.88 12.9

in.^2 in. in. in. in. in. in. in. in. in. plf.

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

A= d= tw = bf = tf = k= T= gage = rts = ho = wt./ft. = eo = Ix = Sx = rx = Zx = Iy = Sy = ry = x(bar) = Zy = xp = J= Cw =

a=
ro(bar) = H=

C10X30 8.81 10 0.673 3.03 0.436 1 8 1.75 0.925 9.56 30 0.368 103 20.7 3.42 26.7 3.93 1.65 0.668 0.649 3.78 0.441 1.22 79.5 12.99 3.63 0.921

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

A= d= tw = bf = tf = k(des) = k(det) = gage = wt./ft. bf/(2*tf)

Ix = Sx = rx = y(bar) = Zx = yp = Iy = Sy = ry = Zy = Qs(50) = J= Cw =

a=
ro(bar) = H=

WT8X25 7.37 8.130 0.380 7.070 0.630 1.0300 1.3125 3.5 25.00 5.610 21.400 42.30 6.78 2.40 1.890 12.00 0.521 18.60 5.26 1.59 8.15 0.826 0.76 1.34 2.14 3.28 0.769

L4X4X3/4 in.^2 in. in. in. in. in. in. in. plf.

2L4X4X3/4 in.^2 in. in. in. in. plf. in. in.^4 in.^3 in. in. in.^3 in. in.^4 in.^3 in. in. in.^3 in. in.^4 in.^3 in.

HSS8X6X3/8 in.^2 in. in. in. plf. in.^4 in.^3 in. in. in.^3 in. in. in. in.

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

A= d= b= t= k= wt./ft. = eo = Ix = Sx = rx = y(bar) = Zx = yp = Iy = Sy = ry = x(bar) = Zy = xp = Iz = Sz = rz = TAN(a) = Qs(36) = J= Cw =

a=
ro(bar) = H=

5.44 4 4 0.75 1.1250 18.50 0.68 7.62 2.79 1.180 1.270 5.020 0.679 7.62 2.79 1.180 1.270 5.010 0.679 3.25 1.15 0.774 1.000 1.000 1.02 1.12 1.69 2.10 0.640

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

10.9 4 4 0.75 37 15.2 5.58 1.18 1.27 10 0 1.73 1.88 2.03 2.28 2.39 2.51 0.847 0.861 0.874 1 1

in. in. in.

A= h= b= t(des) = wt./ft. = Ix = Sx = rx = Zx = Iy = Sy = ry = Zy = h(flat) = b(flat) = J= C= A(surf) =

8.97 8 6 0.349 32.51 79.1 19.8 2.97 24.1 50.6 16.9 2.38 19.8 6.3125 4.3125 100 30 2.23

in.^2 in. in. in. plf. in.^4 in.^3 in. in.^3 in.^4 in.^3 in. in.^3 in. in. in.^4 in.^3 ft^2/ft

Round HSS & Pipes Y

in.^4 in.^6 in. in.

Plates Y
t=1.875

O.D.=8.625

X
I.D.=7.981

X
b=12 t= b= wt./ft. = A= Ix = Sx = rx = Iy = Sy = ry = J= 1.875 12 76.56 22.500 6.592 7.031 0.541 270.000 45.000 3.464 276.592
in. in. plf. in.^2 in.^4 in.^3 in. in.^4 in.^3 in. in.^4 Pipe8STD

Reference: 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).

A= O.D. = I.D. = t(nom) = t(des) = wt./ft. = Ix = Iy = Sx = Sy = rx = ry = Zx = Zy = J= C=

7.85 8.625 7.981 0.322 0.3 28.60 68.1 15.8 2.95 20.8 136 ---

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

NOMENCLATURE FOR AISC VERSION 13.0 MEMBER PROPERTIES AND DIMENSIONS: A= d= h= tw = bf = b= tf = k= k1 = T= gage = Ix = Sx = rx = Iy = Sy = ry = Zx = Zy = rts = xp = yp = ho = J= Cw = C= a= E= G= W no = Sw = Qf = Qw = x(bar) = y(bar) = eo = xo = yo = ro(bar) = H= LLBB = SLBB = h(flat) =
b(flat)

A(surf) = STD = XS = XXS =

Cross-sectional area of member (in.^2) Depth of member, parallel to Y-axis (in.) Depth of member, parallel to Y-axis (in.) Thickness of web of member (in.) Width of flange of member, parallel to X-axis (in.) Width of member, parallel to X-axis (in.) Thickness of flange of member (in.) Distance from outer face of flange to web toe of fillet (in.) Distance from web centerline to flange toe of fillet (in.) Distance between fillets for wide-flange or channel shape = d(nom)-2*k(det) (in.) Standard gage (bolt spacing) for member (in.) (Note: gages for angles are available by viewing comment box at cell K18.) 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) SQRT(SQRT(Iy*Cw)/Sx) (in.) horizontal distance from designated member edge to plastic neutral axis (in.) vertical distance from designated member edge to plastic neutral axis (in.) Distance between centroid of flanges, d-tf (in.) Torsional moment of inertia of member (in.^4) Warping constant (in.^6) Torsional constant for HSS shapes (in.^3) Torsional property, a = SQRT(E*Cw/G*J) (in.) 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 or outside face of angle leg to Y-axis (in.) Distance from outside face of outside face of flange of WT or angle leg 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 = SQRT(xo^2+yo^2+(Ix+Iy)/A) (in.) 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 The workable flat (straight) dimension along the height, h (in.) The workable flat (straight) dimension along the width, b (in.) The total surface area of a rectangular or square HSS section (ft.^2/ft.) Standard weight (Schedule 40) pipe section Extra strong (Schedule 80) pipe section Double-extra strong pipe section