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Проблема усиливающих ребер в прямоугольных контейнерах

2015-08-07View Original

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Почему при выборе профилей для усиления стальных сварных резервуаров под атмосферным давлением учитывается только момент инерции (стр. P93), а не модуль сечения? Новичок просит совета от опытных

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