title: ÐÐµÑÑÑÐ°Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ ÑÐ°ÑÐ°Ð´Ð½ÑÑ Ð¿Ð°Ð½ÐµÐ»ÐµÐ¹ Ð² ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÐºÐ»Ð¸Ð¼Ð°ÑÐ¸ÑÐµÑÐºÐ¸Ñ ÑÐµÐ³Ð¸Ð¾Ð½Ð°Ñ
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: Bearing capacity of facade panels in different climatic regions
Creators: name: ÐÐµÑÑÐ³Ð¸Ð½, ÐÐ¾Ð½ÑÑÐ°Ð½ÑÐ¸Ð½
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: 2019
Subjects: Ð¤Ð°ÑÐ°Ð´Ñ
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ÐÐ´Ð°Ð½Ð¸Ñ Ð¸ Ð¿Ð¾ÑÑÑÐ¾Ð¹ÐºÐ¸
Ð½ÐµÑÑÑÐ°Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ
Ð½Ð°Ð²ÐµÑÐ½ÑÐµ ÑÐ°ÑÐ°Ð´Ð½ÑÐµ ÑÐ¸ÑÑÐµÐ¼Ñ
ÐºÐ»Ð¸Ð¼Ð°ÑÐ¸ÑÐµÑÐºÐ¸Ðµ ÑÐµÐ³Ð¸Ð¾Ð½Ñ
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description: Ð ÑÐ°Ð±Ð¾ÑÐµ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ð° Ð½ÐµÑÑÑÐ°Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ Ð½Ð°Ð²ÐµÑÐ½ÑÑ ÑÐ°ÑÐ°Ð´Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ð² ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÐºÐ»Ð¸Ð¼Ð°ÑÐ¸ÑÐµÑÐºÐ¸Ñ ÑÐµÐ³Ð¸Ð¾Ð½Ð°Ñ. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ñ Ð¿ÑÑÑ ÑÐ¸Ð¿Ð¾Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÑÐµÐ¼ Ñ ÑÐ°Ð³Ð¾Ð¼ ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ: 375 Ñ 600 Ð¼Ð¼, 500 Ñ 600 Ð¼Ð¼, 375 Ñ 1200 Ð¼Ð¼, 500 Ñ 1200 Ð¼Ð¼ Ð¸ Ð¿ÐµÑÐµÐºÑÐµÑÑÐ½Ð°Ñ ÑÑÐµÐ¼Ð°. Ð ÐºÐ°ÑÐµÑÑÐ²Ðµ Ð½Ð°Ð¿ÑÐ°Ð²Ð»ÑÑÑÐ¸Ñ Ð½Ð°Ð²ÐµÑÐ½ÑÑ ÑÐ°ÑÐ°Ð´Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ð±ÑÐ»Ð¸ Ð²ÑÐ±ÑÐ°Ð½Ñ Ð¿ÑÐ¾ÑÐ¸Ð»Ð¸, Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð½ÑÐµ Ð¸Ð· ÑÐ¾Ð½ÐºÐ¾ÑÑÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¼ÐµÑÐ°Ð»Ð»Ð¾Ð¿ÑÐ¾ÐºÐ°ÑÐ° Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ðµ Ð¡ , Ð¢, ÐÐ¼ÐµÐ³Ð° Ð¸ Ð â Ð¾Ð±ÑÐ°Ð·Ð½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ. ÐÐµÐ¾Ð¼ÐµÑÑÐ¸ÑÐµÑÐºÐ¸Ðµ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ¸ Ð¿ÑÐ¾ÑÐ¸Ð»ÐµÐ¹ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ Ñ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾Ð¹ Ð¿Ð¾ÑÐµÑÐ¸ Ð¼ÐµÑÑÐ½Ð¾Ð¹ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ Ð¿ÑÑÐµÐ¼ ÑÐµÐ´ÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð¾Ð¿ÐµÑÐµÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ. ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð° Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½Ð°Ñ Ð²ÑÑÐ¾ÑÐ° ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð´Ð»Ñ Ð²ÑÐµÑ ÑÐ¸Ð¿Ð¾Ð² Ð½Ð°Ð¿ÑÐ°Ð²Ð»ÑÑÑÐ¸Ñ Ð¿ÑÐ¾ÑÐ¸Ð»ÐµÐ¹ Ð¸ Ð²ÑÐµÑ ÑÐ¸Ð¿Ð¾Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÑÐµÐ¼, Ð° ÑÐ°Ðº Ð¶Ðµ Ð¿ÑÐ¸Ð¼ÐµÐ½Ð¸Ð¼Ð¾ÑÑÑ Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ð² Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐ¸ Ð¾Ñ ÐºÐ»Ð¸Ð¼Ð°ÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÐµÐ³Ð¸Ð¾Ð½Ð°. Ð£ÑÑÐµÐ½Ð° Ð¿Ð¾Ð´Ð°ÑÐ»Ð¸Ð²Ð¾ÑÑÑ ÑÐ·Ð»Ð¾Ð²ÑÑ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ð¹ Ð² ÑÑÐµÐ¼Ð°Ñ Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ðµ Ð¡ â Ð¾Ð±ÑÐ°Ð·Ð½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ ÑÐµÑÐµÐ· ÑÐ³Ð»Ð¾Ð²ÑÑ Ð¶ÐµÑÑÐºÐ¾ÑÑÑ Ð¸ ÐµÐµ Ð²Ð»Ð¸ÑÐ½Ð¸Ðµ Ð½Ð° Ð½ÐµÑÑÑÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ Ð´Ð°Ð½Ð½Ð¾Ð¹ Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ.
description: In the article the limit load of rainscreen in various climatic regions is considered. For this, five types of structural schemes were investigated: 375x600 mm, and 500x600 mm, and 375x1200 mm, and 500x1200 mm mounting spacing, and a cross scheme. Thin-walled rolled metal C-, T-, Omega- and L-beams were chosen as guide rails of rainscreen. Furthermore, the geometric characteristics of the beams were determined with a possible local stability loss by the cross section reduction. Farther the maximum height of the structure for all types of guide rails and structural schemes were determined. Moreover, the rainscreen applicability depending on the climatic region were defined. Likewise, the C-shaped cross section schemes node connection ductility via the angular stiffness and its effect into the limit state were taken into account.