Aisc 13-0 Properties Viewer
Aisc 13-0 Properties Viewer
Aisc 13-0 Properties Viewer
W, S, M, HP Shapes
C, MC Shapes
Single Angles
Y
k1=1
tf=0.505
x(bar)=0.854
t=0.375
d=5
tf=0.36
tw=0.395
X
X
d=5.09
tw=0.24
t(des)=0.349
t=0.375
d=10
Y
b=3.5
tf=0.436
x(bar)=0.634
T
Rectangular HSS
bf=5.75
y(bar)=1.07
d=23.6
Double Angles
d=5
h=8
y(bar)=1.6
tw=0.24
b=3.5
y(bar)=1.6
(0, 3/8, or 3/4
bf=7.01
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 =
W24X55
16.2
23.6
0.395
7.01
0.505
1.01
1.4375
1
20.75
3.5
55
6.94
54.6
1350
114
9.11
134
29.1
8.3
1.34
13.3
1.71
23.1
1.18
3870
92.15
40.5
35.8
19.3
66.1
bf=2.6
in.^4
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 =
in.^6
a=
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.
in.^2
in.^4
in.^3
ro(bar) =
H=
C10X15.3
4.48
10
0.24
2.6
0.436
1
8
1.5
0.869
9.56
15.3
0.796
67.3
13.5
3.87
15.9
2.27
1.15
0.711
0.634
2.34
0.224
0.209
45.5
23.74
4.19
0.884
b=6
gap)
in.
A=
d=
tw =
bf =
tf =
k(des) =
k(det) =
gage =
wt./ft.
bf/(2*tf)
plf.
d/tw
in.
Ix =
Sx =
rx =
y(bar) =
Zx =
yp =
Iy =
Sy =
ry =
Zy =
Qs(50) =
J=
Cw =
in.^2
in.
in.
in.
in.
in.
in.
in.
in.
in.^4
in.^3
in.
in.^3
in.^4
in.^3
in.
in.
in.^3
in.
in.^4
in.^6
in.
a=
in.
ro(bar) =
H=
WT5X11
3.24
5.090
0.240
5.750
0.360
0.6600
0.9375
2.75
11.00
7.990
21.200
6.88
1.72
1.46
1.070
3.02
0.282
5.71
1.99
1.33
3.05
0.837
0.12
0.107
1.53
2.16
0.830
L5X3-1/2X3/8
in.^2
in.
in.
in.
in.
in.
in.
in.
plf.
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() =
Qs(36) =
J=
Cw =
a=
ro(bar) =
H=
3.05
5
3.5
0.375
0.8125
10.40
0.31
7.75
2.28
1.590
1.600
4.090
0.933
3.15
1.19
1.020
0.854
2.120
0.305
1.74
0.67
0.755
0.485
0.983
0.15
0.217
1.94
2.45
0.000
2L5X3-1/2X3/8LLBB
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.
A=
d=
b=
t=
wt./ft. =
Ix =
Sx =
rx =
y(bar) =
Zx =
yp =
ry(0) =
ry(3/8) =
ry(3/4) =
Qs(0) =
Qs =
ro(bar)(0) =
H(0) =
ro(bar)(3/8) =
H(3/8) =
ro(3/4) =
H(3/4) =
6.1
5
3.5
0.375
20.8
15.5
4.56
1.59
1.6
8.18
0.93
1.33
1.46
1.59
2.51
2.58
2.66
0.683
0.7
0.718
1
0.983
Plates
Y
in.^4
in.^6
in.
in.
in.
plf.
in.^4
in.^3
in.
in.
in.^3
in.
in.
in.
in.
in.
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
in.
in.
t(nom)=0.322
O.D.=8.625
I.D.=7.981
X
b=12
Pipe8STD
in.^3
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=
h=
b=
t(des) =
wt./ft. =
Ix =
Sx =
rx =
Zx =
Iy =
Sy =
ry =
Zy =
h(flat) =
b(flat) =
J=
C=
A(surf) =
t=0.375
in.
in.
HSS8X6X3/8
in.^2
t=
b=
wt./ft. =
A=
Ix =
Sx =
rx =
Iy =
Sy =
ry =
0.375
12
15.31
4.500
0.053
0.281
0.108
54.000
9.000
3.464
in.
in.
plf.
in.^2
in.^4
in.^3
in.
in.^4
in.^3
in.
A=
O.D. =
I.D. =
t(nom) =
t(des) =
wt./ft. =
Ix = Iy =
Sx = Sy =
rx = ry =
Zx = Z y =
J=
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
J=
54.053
in.^4
C=
---
in.^3