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To increase the column load carrying capacity, the structural engineer decided to weld two W610x241 section together side-by-
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Acanding to pasrallel Aacis Theam, X etAX difis) y Tacyt Ay Here xAitA2x2= &0&00XI63.st 3a800x32+ AtA 30 go o X2 245.25 mm At

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