{'fraction_non_alphanumeric': 0.021176470588235293, 'fraction_numerical': 0.004705882352941176, 'mean_word_length': 4.461538461538462, 'pattern_counts': {'":': 0, '<': 0, '<?xml version=': 0, '>': 0, 'https://': 0, 'lorem ipsum': 0, 'www.': 0, 'xml': 0}, 'pii_count': 0, 'substrings_counts': 0, 'word_list_counts': {'cursed_substrings.json': 0, 'profanity_word_list.json': 0, 'sexual_word_list.json': 0, 'zh_pornsignals.json': 0}}
The problem of elastic-plastic bending of heavy SD-beams

Bending of vertical beams with the SD-effect under a concentrated load at the end of the beam is discussed. To solve this problem, the Ilyushin model of perfect plasticity is used. The problem is solved analytically and numerically for the heavy vertical beam made out of A40X steel with SD-effect. The solutions for beams with weight and without weight are compared.