HEA Steel Beams
Properties of HEA profiled steel beams.
Properties of HEA steel beams according DIN 1025 and Euronorm 5362
For full table with Static Parameters  Moment of Inertia and Elastic Section Modulus  rotate the screen!
HEA  Dimensions  Static Parameters  

Moment of Inertia  Elastic Section Modulus  
Depth h (mm)  Width w (mm)  Web Thickness s (mm)  Sectional Area (cm^{2})  Weight (kg/m)  I_{x }(cm^{4})  I_{y}_{ }(cm^{4})  W_{x}_{ }(cm^{3})  W_{y}_{ }(cm^{3})  
100A  96  100  5  21.2  16.7  349  134  72.8  26.8 
120A  114  120  5  25.3  19.9  606  231  106  38.5 
140A  133  140  5.5  31.4  24.7  1030  389  155  55.6 
160A  152  160  6  38.8  30.4  1670  616  220  76.9 
180A  171  180  6  45.3  35.5  2410  925  294  103 
200A  190  200  6.5  53.8  42.3  3690  1340  389  134 
220A  210  220  7  64.3  50.5  5410  1950  515  178 
240A  230  240  7.5  76.8  60.3  7760  2770  675  231 
260A  250  260  7.5  86.8  68.2  10450  3670  836  282 
280A  270  280  8  97.3  76.4  13670  4760  1010  340 
300A  290  300  8.5  112  88.3  18260  6310  1260  421 
320A  310  300  9  124  97.6  22930  6990  1480  466 
340A  330  300  9.5  133  105  27690  7440  1680  499 
 1 cm^{4} = 10^{4} mm^{4} = 10^{8} m^{4} = 0.024 in^{4}
 1 cm^{3} = 10^{3} mm^{3} = 10^{6} m^{3} = 0.061 in^{3}
 1 cm^{2} = 10^{2} mm^{2} = 10^{4} m^{2} = 0.16 in^{2}
 1 kg/m = 0.67 lb/ft
Ishaped crosssection beams:
 Britain : Universal Beams (UB) and Universal Columns (UC)
 Europe : IPE. HE. HL. HD and other sections
 US : Wide Flange (WF) and H sections
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