Civil Engineering Reference
In-Depth Information
T ABLE 3.6
Properties of Stainless Steels Used for Structural Applications
AISI
F y
F u
Percent
Components (typically maximum percent by weight)
Type
(ksi)
(ksi)
Elong*
C
Cr
Mn
Mo
N
Ni
P
S
Si
Ti
304
31.2
73.2
70
0.08
18-20
2
8-10.5
0.045
0.03
1
316
29.7
74.7
40
0.08
16-18
2
0.045
0.03
0.75
409
34.8
65.3
25
0.08
11.13
1
0.045
0.045
1
0.75
410
178
221
45
0.15
12.5
1
0.04
0.03
2205
74.7
110
35
0.02
22.4
0.7
3.3
0.16
5.8
0.25
0.001
0.4
Percent elongation is the percentage of plastic strain at fracture (
2-
gauge length)
 
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