A welded plate girder of 20 m in span and laterally supported throughout is simply supported at the ends. It has to support a load of 100K N/m (factored) including self weight.

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written 5.8 years ago by

balakonde21 • 70

modified 2.9 years ago by

sagarkolekar ★ 11k

Design the central section of the plate girder without intermediate vertical stiffeners. Also design curtailment of the flange plates end bearing stiffeners and connections between flanges and web using fillet welds.

design and drawing of steel structures

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