title: ÐÐ¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ Ñ ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½ÑÐ¼Ð¸ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð²ÑÐ¼Ð¸ Ð±Ð°Ð»ÐºÐ°Ð¼Ð¸ Ð² ÐºÐ°ÑÐµÑÑÐ²Ðµ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: Business-center with composite I-beams as beam-floor reinforcement
Creators: name: ÐÑÐºÐ¸Ð½, ÐÐ½Ð´ÑÐµÐ¹
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2020
Subjects: ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½Ð°Ñ Ð°ÑÐ¼Ð°ÑÑÑÐ°
ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½
Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½ÑÐ¹ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½
Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ
ÐºÐ°ÑÐºÐ°ÑÐ½Ð°Ñ ÑÑ ÐµÐ¼Ð°
ÑÐ°ÑÑÐµÑÐ½Ð°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ
composite reinforcement
steel-reinforced concrete
insitu reinforced concrete
resistibility
framed structural diagram
fenite element model

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description: The topic of Bachelor Graduating Work: "Business center with composite I-beams as reinforcement in slabs". This work is a set of design documents for high-rise buildings of the business center with two levels of underground Parking, designed in accordance with design specifications and Ordinance No. 87 of the Russian Government dated 16.02.2008. In progress of a study was conducted on the possibility and rationality of using composite rebar as a material for reinforcement. Was considered the case of reinforcement beams. Sectional shape of the reinforcement was selected beam. The aim is to study the stress-strain state of beams slabs reinforced with composite rebars with subsequent assessment of their possible use as loadbearing structures subject to TEP and technology. Part of the task involves the use of following methods of research: modeling, experiment, analysis and synthesis, comparison, generalization. In the result of the study it was found that the use of composite beam cross-section as reinforcement, girders with a span of 7 m is possible but with certain restrictions and recommendations. In particular, the beam sectional shape is not the most efficient for this type of design. The study also showed that the use of composite reinforcement can be economically more rational in comparison with steel rebar, that would have a positive impact on the estimated cost of construction of monolithic beams. In the process of the study the questions, to answer which it is necessary to conduct additional studies. In particular, the structural minimum thickness of the parts of a multipart composite section. Also were given recommendations on optimization of material consumption. The study confirmed that the scientific perspectives of the object of research is relevant and has great potential, both scientific and practical.