Noname

Process of destruction of the rectangular and infinitely long cross-section girder laying on a linearly strained foundation is examined. The problem is solved with the so-called full glow iris of curving which represents dependence between the moment of direct stresses in a cross-section of the girder and curvature of its neutral axis from the moment of weighting start and up to the state of destruction. � нЬT
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�!p�"� напряжений в поперечном сечении балки и кривизной ее нейтральной оси с момента начала погружения до состояния разрушения.