<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE root>
<article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:ali="http://www.niso.org/schemas/ali/1.0/" article-type="research-article" dtd-version="1.2" xml:lang="en"><front><journal-meta><journal-id journal-id-type="publisher-id">Structural Mechanics of Engineering Constructions and Buildings</journal-id><journal-title-group><journal-title xml:lang="en">Structural Mechanics of Engineering Constructions and Buildings</journal-title><trans-title-group xml:lang="ru"><trans-title>Строительная механика инженерных конструкций и сооружений</trans-title></trans-title-group></journal-title-group><issn publication-format="print">1815-5235</issn><issn publication-format="electronic">2587-8700</issn><publisher><publisher-name xml:lang="en">Peoples’ Friendship University of Russia named after Patrice Lumumba (RUDN University)</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="publisher-id">11114</article-id><article-categories><subj-group subj-group-type="toc-heading" xml:lang="en"><subject>Articles</subject></subj-group><subj-group subj-group-type="toc-heading" xml:lang="ru"><subject>Статьи</subject></subj-group><subj-group subj-group-type="article-type"><subject>Research Article</subject></subj-group></article-categories><title-group><article-title xml:lang="en">ON DEFORMATION OF BENDING OF A BEAM SUBJECTED TO UNIFORMLY DISTRIBUTED LOAD</article-title><trans-title-group xml:lang="ru"><trans-title>ЕЩЕ РАЗ О ДЕФОРМАЦИИ ИЗГИБА БАЛКИ ОТ РАСПРЕДЕЛЕННОЙ НАГРУЗКИ</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>ALDABERGENOV</surname><given-names>A K</given-names></name><name xml:lang="ru"><surname>АЛДАБЕРГЕНОВ</surname><given-names>Абай ККапанович</given-names></name></name-alternatives><bio xml:lang="ru">кандидат технических наук, профессор</bio><email>al.abai.41@mail.ru</email><xref ref-type="aff" rid="aff1"/></contrib></contrib-group><aff-alternatives id="aff1"><aff><institution xml:lang="en">Kostanayskiy injenerno-ekonomicheskiy universitet, Kazachstan</institution></aff><aff><institution xml:lang="ru">Костанайский инженерно - экономический университет, Казахстан</institution></aff></aff-alternatives><pub-date date-type="pub" iso-8601-date="2015-04-15" publication-format="electronic"><day>15</day><month>04</month><year>2015</year></pub-date><issue>4</issue><issue-title xml:lang="en">NO4 (2015)</issue-title><issue-title xml:lang="ru">№4 (2015)</issue-title><fpage>32</fpage><lpage>34</lpage><history><date date-type="received" iso-8601-date="2016-09-12"><day>12</day><month>09</month><year>2016</year></date></history><permissions><copyright-statement xml:lang="en">Copyright ©; 2016, Structural Mechanics of Engineering Constructions and Buildings</copyright-statement><copyright-statement xml:lang="ru">Copyright ©; 2016, Строительная механика инженерных конструкций и сооружений</copyright-statement><copyright-year>2016</copyright-year><copyright-holder xml:lang="en">Structural Mechanics of Engineering Constructions and Buildings</copyright-holder><copyright-holder xml:lang="ru">Строительная механика инженерных конструкций и сооружений</copyright-holder><ali:free_to_read xmlns:ali="http://www.niso.org/schemas/ali/1.0/"/></permissions><self-uri xlink:href="https://journals.rudn.ru/structural-mechanics/article/view/11114">https://journals.rudn.ru/structural-mechanics/article/view/11114</self-uri><abstract xml:lang="en">A method of integrating of a differential equation of the bended axis of a beam subjected to uniformly distributed load is presented in the paper. The universal equations of deformation of bending are obtained without introduction of any additional conditions and limitations. These equations coincide with the known equations of a method of initial parameters.</abstract><trans-abstract xml:lang="ru">В статье приводится метод интегрирования дифференциального уравнения изо- гнутой оси балки, когда на нее действует равномерно распределенная нагрузка. Впер- вые без ввода каких-либо дополнительных условий и ограничений получены универсаль- ные уравнения деформаций изгиба, совпадающиеся с известными уравнениями метода начальных параметров</trans-abstract><kwd-group xml:lang="en"><kwd>differential equation of bended axis of a beam</kwd><kwd>differencing</kwd><kwd>beam</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>дифференциальное уравнение изогнутой оси балки</kwd><kwd>дифференцирование</kwd><kwd>балка</kwd></kwd-group></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><mixed-citation>Алдабергенов А. К. Сопротивленире материалов с основами теории упругости. - Алматы : Рауан, 1994. - 468стр.</mixed-citation></ref><ref id="B2"><label>2.</label><mixed-citation>Писаренко Г. С. Сопротивление материалов. - Киев: ИТЛ, 1963.</mixed-citation></ref><ref id="B3"><label>3.</label><mixed-citation>Pilkey, Walter D. Analysis and Design of Elastic Beams. Computational Methods. NY: John Wiley &amp; Sons, Inc.,2002, 462 p.</mixed-citation></ref></ref-list></back></article>
