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
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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
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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.