title: ÐÐ±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ ÑÐ°ÑÑÐµÑ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ Ð¿Ð»Ð¸Ñ Ð¿Ð¾ Ð¿ÑÐ¾ÑÐ»Ð¸ÑÑÑ Ð¿ÑÐ¸ ÑÐµÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð·Ð´Ð°Ð½Ð¸Ð¹ ÑÑÐ°ÑÐ¾Ð³Ð¾ ÑÐ¾Ð½Ð´Ð°
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Justification and calculation of reinforced concrete floors according to profiled ones during the reconstruction of buildings of the old foundation
Creators: name: ÐÑÐ°ÑÐ¾Ð», ÐÐ»Ð°Ð´Ð¸Ð¼Ð¸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: 2022
Subjects: ÐÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ
ÐÐ°Ð»ÐºÐ¸ Ð´ÐµÑÐµÐ²ÑÐ½Ð½ÑÐµ
ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ°
Ð¿ÑÐ¾ÑÐ¸Ð»Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð°Ñ Ð¿Ð»Ð¸ÑÐ°
Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¿Ð¾ Ð¿ÑÐ¾ÑÐ½Ð°ÑÑÐ¸Ð»Ñ
Ð¿ÑÐ¾ÑÐ¸Ð»Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐ¹ Ð½Ð°ÑÑÐ¸Ð»
profiled slabs
Ñomposite concreteâtimber structures
composite slabs
profiled steel sheeting

description: ÐÑÐ¸ ÑÐµÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ ÑÑÐ°ÑÐ¾Ð³Ð¾ ÑÐ¾Ð½Ð´Ð° Ð²Ð¾Ð·Ð½Ð¸ÐºÐ°ÐµÑ Ð¿Ð¾ÑÑÐµÐ±Ð½Ð¾ÑÑÑ Ð² Ð·Ð°Ð¼ÐµÐ½Ðµ Ð´ÐµÑÐµÐ²ÑÐ½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð½Ð° Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ðµ. Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÑÑÑ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¿Ð¾ Ð¿ÑÐ¾ÑÐ»Ð¸ÑÑÑ Ð¿Ð¾ Ð´ÐµÑÐµÐ²ÑÐ½Ð½ÑÐ¼ Ð±Ð°Ð»ÐºÐ°Ð¼. ÐÑÐ¸Ð²ÐµÐ´ÐµÐ½Ñ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐµ Ð¿ÑÐ¸Ð½ÑÐ¸Ð¿Ñ ÑÑÐ¸Ð»ÐµÐ½Ð¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ñ ÑÐµÐ»ÑÑ Ð¿Ð¾Ð²ÑÑÐµÐ½Ð¸Ñ Ð¸Ñ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ Ð² ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ²ÐµÐ»Ð¸ÑÐµÐ½Ð¸Ñ Ð¸Ð»Ð¸ Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ ÑÐ°ÑÐ°ÐºÑÐµÑÐ° ÑÐ°ÑÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº. ÐÑÐ¸ ÑÑÐ¾Ð¼ Ð´Ð»Ñ ÑÑÐ¸Ð»ÐµÐ½Ð¸Ñ Ð±Ð°Ð»Ð¾Ðº Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÑÑÑÑ Ð¿Ð¾Ð´Ð´ÐµÑÐ¶Ð¸Ð²Ð°ÑÑÐ¸Ðµ Ð±Ð°Ð»ÐºÐ¸ Ð¸Ð»Ð¸ Ð±Ð°Ð»ÐºÐ¸ ÑÑÐ¸Ð»ÐµÐ½Ð¸Ñ, Ð¿ÑÐ¸ÑÐµÐ¼ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð» Ð¿Ð¾Ð´Ð´ÐµÑÐ¶Ð¸Ð²Ð°ÑÑÐµÐ¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¼Ð¾Ð¶ÐµÑ Ð¾ÑÐ»Ð¸ÑÐ°ÑÑÑÑ Ð¾Ñ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð° ÑÑÐ¸Ð»Ð¸Ð²Ð°ÐµÐ¼Ð¾Ð¹ Ð±Ð°Ð»ÐºÐ¸. ÐÑÐ¾Ð¼Ðµ ÑÐ¾Ð³Ð¾, Ð¿Ð¾ÐºÐ°Ð·Ð°Ð½Ð° Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ° ÑÐ°ÑÑÑÑÐ° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸, ÑÑÐ¸ÑÑÐ²Ð°ÑÑÐ°Ñ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½ÑÑ ÑÐ°Ð±Ð¾ÑÑ ÐµÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð². ÐÐ°Ð½Ð½ÑÐ¹ Ð¼ÐµÑÐ¾Ð´ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½ Ð² ÑÐ°ÑÑÑÑÐµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð´Ð¾Ð¼Ð° Ð¿Ð¾ Ð°Ð´ÑÐµÑÑ Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³, ÐÑÐ¾Ð½Ð²ÐµÑÐºÑÐºÐ¸Ð¹ Ð¿ÑÐ¾ÑÐ¿ÐµÐºÑ, Ð´Ð¾Ð¼ 47.
description: During a reconstruction of buildings and constructions of the âold fundâ it becomes necessary to replace hardwood flooring by reinforced concrete one. This paper considers hybrid work of reinforced concrete flooring on trapezoidal profiles on wooden beams. There are given basic principles of constructions reinforcement in order to increase their load capacity as a result of raising or changing the pattern of load dispatch. Herewith supportive beams or reinforcement beams are used for strengthening beams. Moreover, material of the supportive construction can differ from the material of the reinforced beam. In addition, there is showed method of calculating construction, taking into consideration joint work of its elements. This method is used to calculate flooring of a house at 47, Kronverksky prospect, Saint Petersburg.