The flanges of a stiffened shearresistant beam must be checked for yielding or ultimate strength by means of Equation (115) as in the case of unstiffened shear resistant beams 1325 Webs of Stiffened Shear Resistant Beams The web panel of a stiffened shearresistant beam must be checked for strength as well as for stability The special case of full depth stiffeners in both the tension zone and the compression zone is covered by clause 6261(4) of BS EN This clause allows an additional contribution to the web panel shear resistance, based on the bending resistance of the flanges and the stiffeners which bound the web panelShear instability of panel zone in beamtocolumn connections By elena mele Experimental Investigation on European Welded Connections By elena mele CYCLIC BEHAVIOR OF STEEL BEAMTOCOLUMN JOINTS GOVERNING PARAMETERS OF WELDED AND BOLTED CONNECTIONS By elena mele
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