Design a welded plate girder $24\text{ m}$ in span and laterally rest…

Question

Design a welded plate girder $24\text{ m}$ in span and laterally restrained throughout. It has to support a uniform load of $100\text{ KN/m}$ throughout the span exclusive of self-weight. Design the girder without intermediate transverse stiffeners. The steel for the flange and web plates is of grade Fe 410. Design the cross section the end load bearing stiffener and connections.