title: ÐÐ¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ ÑÐ¾ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¼ Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÐµÐ¼ Ð¿Ð¾ Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¸Ð¼ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð²ÑÐ¼ Ð±Ð°Ð»ÐºÐ°Ð¼
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 steel-reinforced concrete flooring over metal I-beams
Creators: name: ÐÐ¸ÐºÐ¸ÑÐ¸Ð½, ÐÐ»ÐµÐºÑÐ°Ð½Ð´Ñ
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: ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
Ð¿ÑÐ¾ÑÐ¸Ð»Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐ¹ Ð½Ð°ÑÑÐ¸Ð»
Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ
Ð½ÐµÑÑÐµÐ¼Ð½Ð°Ñ Ð¾Ð¿Ð°Ð»ÑÐ±ÐºÐ°
ÑÐ°Ð±Ð¾ÑÐ°Ñ Ð°ÑÐ¼Ð°ÑÑÑÐ°
ÑÑÐµÐ¿Ð»ÐµÐ½Ð¸Ðµ Ð½Ð°ÑÑÐ¸Ð»Ð° Ñ Ð±ÐµÑÐ¾Ð½Ð¾Ð¼
ÑÐ°ÑÑÐµÑ Ð¿Ð¾ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÐ¼ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸ÐµÐ¼
steelconcrete construction
profiled decking
durability
permanent form
principal reinforcement
bond between deck and concrete
limit state design

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐ¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ ÑÐ¾ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¼ Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÐµÐ¼ Ð¿Ð¾ Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¸Ð¼ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð²ÑÐ¼ Ð±Ð°Ð»ÐºÐ°Ð¼Â». Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ ÑÐ°ÑÑÐµÑ Ð¸ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¸Ð¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¿Ð¾ Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¸Ð¼ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð²ÑÐ¼ Ð±Ð°Ð»ÐºÐ°Ð¼ Ð² ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ð¸ Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¼ Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÐµÐ¼ Ñ ÐºÐ°Ð¿Ð¸ÑÐµÐ»ÑÐ¼Ð¸. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: 1. ÐÐ°Ð¼ÐµÐ½Ð° Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ñ ÐºÐ°Ð¿Ð¸ÑÐµÐ»ÑÐ¼Ð¸ Ð½Ð° ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ðµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ Ð¿Ð¾ Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¸Ð¼ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð²ÑÐ¼ Ð±Ð°Ð»ÐºÐ°Ð¼; 2. Ð Ð°ÑÑÐµÑ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¿Ð¾ Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¸Ð¼ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð²ÑÐ¼ Ð±Ð°Ð»ÐºÐ°Ð¼ ÑÐ¾Ð³Ð»Ð°ÑÐ½Ð¾ Ð°ÐºÑÑÐ°Ð»ÑÐ½ÑÐ¼ Ð½Ð¾ÑÐ¼Ð°Ð¼ Ð¸ Ð¿ÑÐ°Ð²Ð¸Ð»Ð°Ð¼; 3. ÐÑÐµÐ½ÐºÐ° Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð² ÐºÐ°ÑÐµÑÑÐ²Ðµ Ð°Ð»ÑÑÐµÑÐ½Ð°ÑÐ¸Ð²Ñ Ð¶/Ð± Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ñ ÐºÐ°Ð¿Ð¸ÑÐµÐ»ÑÐ¼Ð¸; 4. ÐÐ·ÑÑÐµÐ½Ð¸Ðµ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ð¹ ÑÑÐ¾ÑÐ¾Ð½Ñ Ð²Ð¾Ð¿ÑÐ¾ÑÐ° Ð¸ ÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð²ÑÐ²Ð¾Ð´Ð° Ð¾ ÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½Ð¾ÑÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð½Ð¾Ð²Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð° Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð² Ð·Ð´Ð°Ð½Ð¸Ð¸ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ°. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°ÑÑÐµÑÐ° Ð¸ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ñ Ð±ÑÐ» ÑÐ´ÐµÐ»Ð°Ð½ Ð²ÑÐ²Ð¾Ð´, ÑÑÐ¾ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ ÑÐ²Ð»ÑÑÑÑÑ ÑÑÑÐµÐºÑÐ¸Ð²Ð½ÑÐ¼Ð¸ ÐºÐ°Ðº Ð² ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¾Ð¼, ÑÐ°Ðº Ð¸ Ð² ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ð¼ Ð°ÑÐ¿ÐµÐºÑÐµ, ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÐ¼Ð¸.
description: Theme of the final qualification work: "Business center with steel-reinforced concrete flooring over metal I-beams." In this work, a calculation and economic analysis of steel-reinforced concrete flooring over metal I-beams was carried out in comparison with reinforced concrete flooring with capitals. Tasks that were solved during the study: 1. Replacement of reinforced concrete flooring with capitals with steel-reinforced concrete flooring over metal I-beams; 2. Calculation of steel-reinforced concrete flooring on metal I-beams in accordance with current norms and rules; 3. Assessment of the possibility of using steel-reinforced concrete flooring as an alternative to reinforced concrete flooring with capitals; 4. The study of the economic side of the issue and the formation of the conclusion on the feasibility of using a new type of overlap in the building of the business center. As a result of calculation and comparison, it was concluded that steel-reinforced concrete floors are effective in both technical and economic aspects, designs.