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W, S, M, HP Shapes C, MC Shapes WT, ST, MT Shapes Single Angles Double Angles Rectangular HSS
Y Y Y Y Y Y
k1=0.5625
k tf=0.255 tf=0.436 b=3.5 t(des)=0.349 bf=5.75 t=0.375
y(bar)=1.07 x(bar)=0.854
x(bar)=0.634 tf=0.36 d=5 t=0.375 Xd=7.99 T X d=10 X X d=5 h=8 X
d=5.09 X y(bar)=1.6tw=0.23 tw=0.24 tw=0.24 b=3.5 y(bar)=1.6
(0, 3/8, or 3/4
bf=4 bf=2.6 gap) b=6
W8X13 C10X15.3 WT5X11 L5X3-1/2X3/8 2L5X3-1/2X3/8LLBB HSS8X6X3/8
A = 3.84 in.^2 A = 4.48 in.^2 A = 3.24 in.^2 A = 3.05 in.^2 A = 6.1 in.^2 A = 8.97 in.^2
d = 7.99 in. d = 10 in. d = 5.090 in. d = 5 in. d = 5 in. h = 8 in.
0.23 in. 0.24 in. 0.240 in. b = 3.5 in. b = 3.5 in. b = 6 in.
4 in. 2.6 in. 5.750 in. t = 0.375 in. t = 0.375 in. 0.349 in.
0.255 in. 0.436 in. 0.360 in. k = 0.8125 in. wt./ft. = 20.8 plf. wt./ft. = 32.51 plf.
0.555 in. k = 1 in. 0.6600 in. wt./ft. = 10.40 plf. 15.5 in.^4 79.1 in.^4
0.75 in. T = 8 in. 0.9375 in. 0.31 in. 4.56 in.^3 19.8 in.^3
0.5625 in. gage = 1.5 in. gage = 2.75 in. 7.75 in.^4 1.59 in. 2.97 in.
T = 6.5 in. 0.869 in. wt./ft. 11.00 plf. 2.28 in.^3 1.6 in. 24.1 in.^3
gage = 2.25 in. 9.56 in. 7.990 1.590 in. 8.18 in.^3 50.6 in.^4
wt./ft. = 13 plf. wt./ft. = 15.3 plf. 21.200 1.600 in. 0.93 in. 16.9 in.^3
7.84 0.796 in. 6.88 in.^4 4.090 in.^3 1.33 in. 2.38 in.
29.9 67.3 in.^4 1.72 in.^3 0.933 in. 1.46 in. 19.8 in.^3
39.6 in.^4 13.5 in.^3 1.46 in. 3.15 in.^4 1.59 in. 6.3125 in.
9.91 in.^3 3.87 in. 1.070 in. 1.19 in.^3 2.51 4.3125 in.
3.21 in. 15.9 in.^3 3.02 in.^3 1.020 in. 2.58 J = 100 in.^4
11.4 in.^3 2.27 in.^4 0.282 in. 0.854 in. 2.66 in. C = 30 in.^3
2.73 in.^4 1.15 in.^3 5.71 in.^4 2.120 in.^3 0.683 2.23 ft^2/ft
1.37 in.^3 0.711 in. 1.99 in.^3 0.305 in. 0.7 in.
0.843 in. 0.634 in. 1.33 in. 1.74 in.^4 0.718 Round HSS & Pipes2.15 in.^3 2.34 in.^3 3.05 in.^3 0.67 in.^3 1 in. Y1.03 in. 0.224 in. 0.837 0.755 in. H(3/4) = 0.983 t(nom)=0.5
7.74 in. J = 0.209 in.^4 J = 0.12 in.^4 0.485 J = 0.0871 in.^4 45.5 in.^6 0.107 in.^6 0.983
40.8 in.^6 a = 23.74 in. a = 1.53 in. J = 0.15 in.^4 Plates O.D.=12.75 Xa = 34.83 in. 4.19 in. 2.16 in. 0.217 in.^6 Y
7.74 in.^2 H = 0.884 H = 0.830 a = 1.94 in. t=0.375 I.D.=11.75
1.97 in.^4 2.45 in. X1.86 in.^3 H = 0.000 b=12 Pipe12XS
5.55 in.^3 A = 17.9 in.^2
t = 0.375 in. O.D. = 12.75 in.
b = 12 in. I.D. = 11.75 in.
wt./ft. = 15.31 plf. 0.5 in.
A = 4.500 in.^2 0.465 in.
0.053 in.^4 wt./ft. = 65.50 plf.
0.281 in.^3 339 in.^4
0.108 in. 53.2 in.^3
54.000 in.^4 4.35 in.
9.000 in.^3 70.2 in.^3
3.464 in. J = 678 in.^4
AISC 13th EDITION MEMBER DIMENSIONS AND PROPERTIES VIEWER
tw = tw = tw =
bf = bf = bf = t(des) =
tf = tf = tf =
k(des) = k(des) = Ix = Ix =
k(det) = k(det) = eo = Sx = Sx =
k1 = Ix = rx = rx =
rts = Sx = y(bar) = Zx =
ho = bf/(2*tf) rx = Zx = Iy =
d/tw y(bar) = yp = Sy =
bf/(2*tf) eo = Ix = Zx = ry(0) = ry =
h/tw = Ix = Sx = yp = ry(3/8) = Zy =
Ix = Sx = rx = Iy = ry(3/4) = h(flat) =
Sx = rx = y(bar) = Sy = Qs(0) = b(flat) =
rx = Zx = Zx = ry = Qs =
Zx = Iy = yp = x(bar) = ro(bar)(0) =
Iy = Sy = Iy = Zy = H(0) = A(surf) =
Sy = ry = Sy = xp = ro(bar)(3/8) =
ry = x(bar) = ry = Iz = H(3/8) =
Zy = Zy = Zy = Sz = ro(3/4) =
rts = xp = Qs(50) = rz =
ho = TAN(a) =
Cw = Cw = Qs(36) =
Cw =
ro(bar) = ro(bar) = Cw =
Wno =
Sw = ro(bar) =
Qf =
Qw =
t(nom) =
t(des) =
Ix =
Sx = Ix = Iy =
rx = Sx = Sy =
Iy = rx = ry =
Sy = Zx = Zy =
ry =
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).
J = 54.053 in.^4 C = --- in.^3
NOMENCLATURE FOR AISC VERSION 13.0 MEMBER PROPERTIES AND DIMENSIONS:
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.)
Thickness of web of member (in.)Width of flange of member, parallel to X-axis (in.)
b = Width of member, parallel to X-axis (in.)Thickness of flange of member (in.)
k = Distance from outer face of flange to web toe of fillet (in.)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 =
Moment of inertia of member taken about X-axis (in.^4)Elastic section modulus of member taken about X-axis (in.^3)
Moment of inertia of member taken about Y-axis (in.^4)Elastic section modulus of member taken about Y-axis (in.^3)
Plastic section modulus of member taken about X-axis (in.^3)Plastic section modulus of member taken about Y-axis (in.^3)
horizontal distance from designated member edge to plastic neutral axis (in.)vertical distance from designated member edge to plastic neutral axis (in.)
J = Torsional moment of inertia of member (in.^4)Warping constant (in.^6)Torsional constant for HSS shapes (in.^3)
a =E = Modulus of elasticity of steel = 29,000 ksiG = 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.)
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.)
H =LLBB = Long legs back-to-back for double anglesSLBB = 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.)
STD = Standard weight (Schedule 40) pipe sectionXS = Extra strong (Schedule 80) pipe section
XXS = Double-extra strong pipe section
tw =bf =
tf =
k1 =
Standard gage (bolt spacing) for member (in.) (Note: gages for angles are available by viewing comment box at cell K18.)Ix =
Sx =rx = Radius of gyration of member taken about X-axis (in.) = SQRT(Ix/A)Iy =
Sy =ry = Radius of gyration of member taken about Y-axis (in.) = SQRT(Iy/A)
Zx =Zy =rts = SQRT(SQRT(Iy*Cw)/Sx) (in.)xp =yp =ho = Distance between centroid of flanges, d-tf (in.)
Cw =C =
Torsional property, a = SQRT(E*Cw/G*J) (in.)
Wno =Sw =Qf =
Qw =x(bar) =y(bar) =
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 =yo =
ro(bar) = 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)
h(flat) =b(flat) =
A(surf) =