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ASTM A36 SPECIFICATION - TIÊU CHUẨN/ MÁC THÉP ASTM A36

ASTM A36 SPECIFICATION - TIÊU CHUẨN/ MÁC THÉP ASTM A36

DUNG SAI QUY CÁCH THEO A6/A6M

ASTM A36-12 Carbon Structural Steel      
 Chemical Compositions %Tension Test
 
Thickness       Elongation
(t) mmCSiMnPSYield Point ksi (N/mm²)Tensile Strength ksi
       (N/mm²)Test Piece in.(mm) 
        
 0.25        
t 19.05max.0.4      
  max.       
 0.25        
19.05 t 38.10max. 0.80~  36   
 0.26 1.20.040.05-25058~80GL=8(200) GL=2(50)20min. 23min.
38.10<t63.50max.  max.max.min.400~550  
          
 0.270.15~       
63.50 t 101.60max.0.40.85~      
 0.29 1.2      
101.60 tmax.        
          
Remarks1. When copper steel is specifi ed, minimum Cu shall be 0.20%.    
1.1.1.3.1   For each reduction of 0.01% below the specifi ed carbon maximum, an increase of 0.06% manganese above the specifi ed maximum will be permitted up to the maximum of 1.35%.
1.1.1.3.2                       For plates wider than 24 in.(600mm), the elongation requirement is reduced two percentage points. 
1.1.1.3.3                       For nominal thickness under 5/16 in.(8mm), the deduction from the specifi ed percentage of elongation in 8 in.(200mm) shall be made