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@23:57 Do we need to provide cleat angles in welded connection case too?
No we can design fillet weld all around the section
22:51 except Lr.... Can i do this strength of weld=(1539*5.6*410/(1.25*1.732))=1632.07KN>1200 KN..??
@23:57 Do we need to provide cleat angles in welded connection case too?
No we can design fillet weld all around the section
22:51 except Lr.... Can i do this strength of weld=(1539*5.6*410/(1.25*1.732))=1632.07KN>1200 KN..??