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Provide suitable curtailment of flange plates. Also design welded connection between web and flange plates
written 6.3 years ago by | modified 2.1 years ago by |
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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