5. Web buckling under shear
5.1 Description and characteristics of the phenomenon
The risk examined here is that of web buckling caused by the shear force V Sd . This is a form instability similar to that encountered in paragraph for panels subjected to normal stresses. Thus, in the case of a beam web with transverse stiffeners, the shear force develops shear stresses (figure
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Web buckling under shear
Shape instabilities under concentrated load
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