MECHANICAL PROPERTIES AND CHEMICAL ANALYSIS OF THE MOST USED STEEL GRADES
STEEL
GRADE
TENSILE REQUIREMENTS CHEMICAL REQUIREMENTS
  TS YS
psi
(Kg/mm2)
C

%

Mn

%

Si

%

P

%

S

%

Cr

%

Ni

%

Mo

%

Cu

%

V

%

ASTM 106-A            S
ASME SA
48,000 30,000 <0.25
=
0.27÷0.93 >0.10
=
<0.025
=
<0.025
=
<0.40
=
  <0.40
=
<0.15
=
  <0.40
=
<0.08
=
ASTM A 106-B        S  (*)
ASME SA
60,000 35,000 <0.30
=
0.29÷1.06 >0.10
=
<0.025
=
<0.025
=
<0.40
=
<0.40
=
<0.15
=
  <0.40
=
<0.08
=
ASTM A 106-C      
S
ASME SA
70,000 40,000 <0.35
=
0.29÷1.06 >0.10
=
<0.025
=
<0.025
=
<0.40
=
<0.40
=
<0.15
=
  <0.40
=
<0.08
=
ASTM A 179-B        S  (*)
ASME SA
------- Not specified 0.06÷0.18 0.27÷0.63 ----- <0.035
=
<0.035
=
------ ------ ------   ------- ------
ASTM A 214         
  W
ASME SA
------- Not specified <0.18
=
0.27÷0.63 ------- <0.035
=
<0.035
=
------ ------- -------   ------   ------
ASTM A 161-LC     
S
47,000 26,000 0.10÷0.020 0.30÷0.80 >0.25
=
<0.035
=
<0.035
=
------- ------- ------- ------- -------
ASTM A 192           
S
ASME SA
  Not specified 0.06÷0.18 0.27÷0.63 >0.25
=
<0.035
=
<0.035
=
------- ------- ------- ------- -------
ASTM  210-A1       
S
ASME SA
60,000 37,000 <0.27
=
<0.93
=
>0.10
=
<0.035
=
<0.035
=
------- ------- ------- ------- -------
ASTME 210-C        
S
ASME SA
70,000 40,000 <0.35
=
0.29÷1.06 >0.10
=
<0.035
=
<0.035
=
------- ------- ------- ------- -------
ASTM 161-T1        
S
55,000 30,000 0.10÷0.20 0.30÷0.80 0.10÷0.50 <0.025
=
<0.025
=
------- ------- 0.44÷0.65 ------- -------
ASTM A 199-T5   
S(*)
A 200-T5
60,000 25,000 <0.15
=
0.30÷0.60 >0.50
=
<0.025
=
<0.025
=
4.00÷6.00 ------- 0.45÷0.65 ------- -------
ASTM A 199-T9   
S(*)
A 200-T9
60,000 25,000 <0.15
=
0.30÷0.60 0.25÷1.00 <0.025
=
<0.025
=
8.00÷10.00 ------- 0.90÷1.10 ------- -------
ASTM A 199-T11 
S(*)
A 200-T11
60,000 25,000 0.05÷0.15 0.30÷0.60 0.50÷1.00 <0.025
=
<0.025
=
1.00÷1.50 ------- 0.44÷0.65 ------- -------
ASTM A 199-T 22
S(*)
A 200-T22
60,000 25,000 0.05÷0.15 0.30÷0.60 >0.50
=
<0.025
=
<0.025
=
1.90÷2.60 ------- 0.87÷1.13 ------- -------
ASTM A 199-T91 
S
A 200-T91
85,000 60,000 0.08÷0.12 0.30÷0.60 0.20÷0.50 <0.020
=
<0.010
=
8.00÷9.50 <0.40
=
0.85÷1.05 ------- 0.18÷0.25
ASTM A 213-T2   
S
ASME SA
60,000 30,000 0.10÷0.20 0.30÷0.61 0.10÷0.30 <0.025
=
<0.025
=
0.50÷0.81 ------- 0.44÷0.65 ------- -------
ASTM A 213-T5   
S
ASME SA
60,000 30,000 <0.15
=
0.30÷0.60 >0.50
=
<0.025
=
<0.025
=
4.00÷6.00 ------- 0.45÷0.65 ------- -------
ASTM A 213-T9   
S
ASME SA
60,000 30,000 <0.15
=
0.30÷0.60 0.25÷1.00 <0.025
=
<0.025
=
8.00÷10.00 ------- 0.90÷1.10 ------- -------
ASTM A 213-T11 
S
ASME SA
60,000 30,000 0.05÷0.15 0.30÷0.60 0.50÷1.00 <0.025
=
<0.025
=
1.00÷1.50 ------- 0.44÷0.65 ------- -------
ASTM A 213-T12 
S
ASME SA
60,000 32,000 0.05÷0.15 0.30÷0.61 >0.50
=
<0.025
=
<0.025
=
0.80÷1.25 ------- 0.44÷0.65 ------- -------
ASTM A 213-T21 
S
ASME SA
60,000 30,000 0.05÷0.15 0.30÷0.60 >0.50
=
<0.025
=
<0.025
=
2.65÷3.35 ------- 0.80÷1.06 ------- -------
ASTM A 213-T22 
S
ASME SA
60,000 30,000 0.05÷0.15 0.30÷0.60 >0.50
=
<0.025
=
<0.025
=
1.90÷2.60 ------- 0.85÷1.13 -------   -------
ASTM A 213-T91 
S
ASME SA
85,000 60,000 0.08÷0.12 0.30÷0.60 0.20÷0.50 <0.025
=
<0.010
=
8.00÷9.50 <0.40
=
0.85÷1.05 ------- 0.18÷0.25
ASTM A 209-T1  
S
ASME SA
55,000 30,000 0.10÷0.20 0.30÷0.80 0.10÷0.50 <0.025
=
<0.025
=
------- ------- 0.44÷0.65 ------- -------
ASTM A 209-T1a
S
ASME SA
53,000 28,000 0.15÷0.25 0.30÷0.80 0.10÷0.50 <0.025
=
<0.025
=
------- ------- 0.44÷0.65 ------- -------
ASTM A 209-T1a
S
ASME SA
60,000 32,000 <0.14
=
0.30÷0.80 0.10÷0.50 <0.025
=
<0.025
=
------- ------- 0.44÷0.65 ------- -------