Beam flange and web in tension and compression
Compressive resistance of beam web and flange
The design value in compression is calculated with the help of the fundamental beam resistance
Where is: | Mc,Rd |
|
hb |
| |
tfb |
|
Connected beam
Tensile resistance of beam web
The column web resistance in tension for bolted connections may be calculated using expression
Where is: | beff,t,wb |
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Stiffness
The deformability of column flange in tension and compression is insignificant comparing to the stiffness of other components. Therefore, stiffness of this component is considered as infinity.