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Fixed Outer Dimension CT Shape Steel

Oct 10, 2025 Leave a message

Products Description

 

In sections, the axis of the crossing must be perpendicular on the axis of the angles. The limit deviation from the perpendicularity of the crossing must be lower or maximum equal with 1mm. In section, the angles must be equal.

 

The bars must be straight, without bends or strains of the axis. The deviation from rectilinearity should not surpass 6 mm/m. It is not admitted any visible twist of the section around its own axis.

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The sections must be cut without the bending of the endings and without the visible strain of the section. The burrs resulting form cutting must not surpass 5 mm.

 

Size (mm) Thickness (mm) Weight (kg/m)
     
20 x 20 3 0.87
20 x 20 4 1.13
25 x 25 3.5 1.28
25 x 25 4.5 1.61
30 x 30 4 1.76
30 x 30 5 2.16
35 x 35 4 2.07
35 x 35 4.5 2.31
35 x 35 5.5 2.78
40 x 40 5 2.94
40 x 40 6 3.49
50 x 50 6 4.43
50 x 50 7 5.11
60 x 60 7 6.21
70 x 70 8 8.29
80 x 80 9 10.7

 

Mechanical aspects

 

SE EN 10055 State Thickness Rm N/mm2 Rp 0,2 A5 (%) Weldability
  S235JR <16 360-510 235 26 fine
16-40 360-510 225 26 fine
40-63 360-510 215 25 fine
63-80 360-510 215 24 fine
80-100 360-510 215 24 fine
100-125 350-500 195 22 fine

 

Chemical composition

 

Standard State C % Mn % P % S % N % Cu % CEV %
SE EN 10055 S235JR max 20 max 1.4 max 0.04 max 0.04 max 0.012 max 0.55 max 0.38

 

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