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Provide suitable curtailment of flange plates. Also design welded connection between web and flange plates
written 7.9 years ago by
vasuch145
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modified 3.7 years ago
by
phenjoisilab
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Design the central section of 25 m long welded plate girder subjected to a factored load of 50kN/m inclusive of self-weight. Provide suitable curtailment of flange plates. Also design welded connection between web and flange plates
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