title: ÐÐ¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 120 Ð¼ Ñ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð±Ð°Ð»Ð¾Ðº ÐºÐ¾Ð¼Ð¿Ð¾Ð·Ð¸ÑÐ½Ð¾Ð¹ Ð°ÑÐ¼Ð°ÑÑÑÐ¾Ð¹
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 centre with a height of 120 m with FRP reinforced beams
Creators: name: Ð¡Ð¸Ð½Ð´Ð°Ð»Ð¾Ð²ÑÐºÐ¸Ð¹, ÐÑÑÐµÐ¼
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°
Ð¿ÑÐ¾Ð³Ð¸Ð± Ð±Ð°Ð»ÐºÐ¸
Ð¶ÑÑÑÐºÐ¾ÑÑÑ
ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ°Ñ ÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½Ð¾ÑÑÑ
Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
fibre-reinforced polymer rebar
deflection
stiffnes
economic feasibility
reinforcement

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description: The topic of the graduation thesis: "Business centre with a height of 120 m with FRP reinforced beams". This work considers the reinforcement of bearing beams with Fibre Reinforced Polymer (FRP) rebar. Tasks that were solved in the course of the study: 1. Determination of the optimal reinforcement and deflection of the steel reinforced beam 2. Calculation of the reduced moment of inertia and bending stiffness for the FRP reinforced beam of the same cross-section area as the steel reinforced beam 3. Determination of the deflection of the FRP reinforced beam and selection of the optimal reinforcement area for the beam to comply with the standard deflection. The work has been performed with the use of the SCAD calculation software. The study compares the deflection values of the steel reinforced beam and the FRP reinforced beam. The bending stiffness of the beams is calculated. The area of FRP reinforcement required to achieve deflections equal to the deflections of the steel reinforced beam is also determined. The economic feasibility of reinforcing joists with FRP is considered. A calculation has been made to determine the stiffness properties and deflection of the considered beam. The area of FRP reinforcement which allows to achieve standard deflections has been established. The economic feasibility of reinforcing the beams of the building's supporting frame with FRP has been determined.