A welded plate girder of span 25 m is laterally supported throughout and required to carry superimposed udl 100 KN/m over the entire span.

1.3kviews

written 6.9 years ago by

vbhuvanabe • 0

modified 4.0 years ago by

phenjoisilab • 0

The girder will not have intermediate transverse stiffness. Design the most economical section. Provide suitable curtailment of flange plates is necessary. Also design the weld connection between web and flange plate.

design and drawing of steel structures

ADD COMMENT EDIT