Abstract
На основі відомих теоретичних залежностей, розроблена спрощена аналітична модель для розрахунку на міцність статично невизначуваної двопрогінної нерозрізної балки двотаврового поперечного перерізу з близьким розташуванням опор, яка є ідеалізованою балкою крила літака.Based on the known theoretical dependences, a simplified analytical model has been developed to calculate the strength of a statically indeterminate two-span inseparable beam of I-beam cross-section with a close location of supports, which is an idealized beam of the aircraft wing.
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