AISC Properties Viewer

AISC MEMBER DIMENSIONS AND PROPERTIES VIEWER W ,S ,M ,H PS h a p e s

C ,M CS h a p e s

Y

X

T

Y

rx = Iy = Sy = ry = Zx = Zy = J= Cw =

a= Wno = Sw = Qf = Qw =

17.800 1200.00 151.00 3.500 1620.00 236.00 74.40 536000 136.58 168.00 1190.00 279.00 805.00

Y b=8 t=1.125

bf=5.75 y=1.07 tf=0.36

x=0.746 t=0.5

d=3

X

X

d=5.09 tw=0.24

bf=16

W44x335 98.30 44.000 1.020 16.000 1.770 38-3/4 2.5600 1.3125 5-1/2 4.120 1.56 31100.00 1410.00

Y

X

d=1

tw=1.02

A= d= tw = bf = tf = T= k= k1 = gage = rt = d/Af = Ix = Sx =

D o u b l eA ng l e s

tf=0.436

x(bar)=0.634 d=44

S i ng l eA ng l e s

Y k1=1.3125 tf=1.77

k=2.56

W T ,S T ,M TS h a p e s

d=8

y=0.995

X tw=0.24

b=2.5 (0, 3/8, or 3/4 gap)

bf=2.6

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

A= d= tw = bf = tf = T= k= gage = x(bar) = eo = d/Af = Ix = Sx =

in.^3

rx = Iy = Sy = ry = J= Cw =

in.^4

a=

in.^6

ro(bar) = H=

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

in.

C10x15.3 4.48 10.000 0.240 2.600 0.436 8 1.0000 1-1/2 0.634 0.796 8.81 67.30 13.50 3.870 2.27 1.15 0.711 0.21 45.5 23.74 4.19 0.884

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

L3x2-1/2x1/2 in.^2 in. in. in. in. in. in.^4 in.^3 in. in. in.^4 in.^3 in. in.^4 in.^6 in. in.

2L8x8x1-1/8

d= b= t= k= wt./ft. = A= Ix = Sx = rx = y= Iy = Sy = ry =

3 2.5 0.5 0.8750 8.53 2.51 2.07 1.03 0.910 0.995 1.29 0.74 0.718

in.

x= rz = TAN(a) = J= Cw =

0.746 0.516 0.666 0.213 0.112 1.17 1.46 ---

a= ro(bar) = H=

8 8 1.125 1.7500 114.00 33.60 196.00 35.00 2.410 2.400 3.410 3.540 3.680

in.

in.

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

in. in.

ro(bar) = H=

4.56 0.837

in.

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

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

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

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

in.

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.=

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, pa rallel 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 we b toe of fillet (i n.) Distance from web centerline to flange toe of fillet (in.) Standard gage (bolt spa cing) for membe r (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 are a of compression fla nge of member = d/(b f*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(I x/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(I y/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 me mber (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 gy ration about the shear center (in .) = SQRT(x o^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 bac k-to-back for double ang les Standard weight (Schedule 40) pipe se ction Extra strong (Schedule 80) pipe sec tion Double-extra strong pipe section