title: Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ° Ð³Ð¾ÑÐ¾Ð´ÑÐºÐ¾Ð³Ð¾ Ð¼Ð¾ÑÑÐ° Ð² Ð³.Ð¡Ð¼Ð¾Ð»ÐµÐ½ÑÐº
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: Development of the project of the city bridge in Smolensk
Creators: name: ÐÐ°ÑÐ°Ð½Ð¾Ð², ÐÐ¼Ð¸ÑÑÐ¸Ð¹
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: Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¹ Ð¼Ð¾ÑÑ
ÑÐ°Ð·ÑÐµÐ·Ð½Ð°Ñ ÑÐ¸ÑÑÐµÐ¼Ð°
Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¼Ð¾ÑÑÐ°
Ð³Ð¾ÑÐ¾Ð´ÑÐºÐ¾Ð¹ Ð¼Ð¾ÑÑ
Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ½Ð¾Ðµ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
Ð³Ð°Ð±Ð°ÑÐ¸Ñ Ð¼Ð¾ÑÑÐ°
midas civil
reinforced concrete bridge
cruise system
design of the bridge
city bridge
optional design
dimension of the bridge

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·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ° Ð³Ð¾ÑÐ¾Ð´ÑÐºÐ¾Ð³Ð¾ Ð¼Ð¾ÑÑÐ° Ð² Ð³. Ð¡Ð¼Ð¾Ð»ÐµÐ½ÑÐºÂ».Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ ÑÐ¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½ Ð¼Ð¾ÑÑ Ð² Ð³. Ð¡Ð¼Ð¾Ð»ÐµÐ½ÑÐº ÑÐµÑÐµÐ· ÑÐµÐºÑ ÐÐ½ÐµÐ¿Ñ. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð¿ÑÐ¾ÑÐµÑÑÐµ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ:
1.ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐ°Ð¹Ð¾Ð½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ. 
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4.Ð¡Ð¾Ð±ÑÐ°Ð½Ñ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð½Ð° Ð¾Ð¿Ð¾ÑÑ, Ð¸ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ ÑÐ°ÑÑÐµÑ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° Ð¾Ð¿Ð¾ÑÑ. 
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6.ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ñ Ð¿Ð¾ ÑÐµÑÐ½Ð¸ÐºÐµ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸ Ð¸ Ð¾ÑÑÐ°Ð½Ðµ ÑÑÑÐ´Ð°. 
7.Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ñ Ð¿Ð¾ Ð¾ÑÑÐ°Ð½Ðµ Ð¾ÐºÑÑÐ¶Ð°ÑÑÐµÐ¹ ÑÑÐµÐ´Ñ. 
8.Ð¡Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð° Ð»Ð¾ÐºÐ°Ð»ÑÐ½Ð°Ñ ÑÐ¼ÐµÑÐ° Ð½Ð° Ð¾Ð¿Ð¾ÑÑ, ÐºÐ°Ð»ÑÐºÑÐ»ÑÑÐ¸Ñ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾Ð², Ð¸Ð·Ð´ÐµÐ»Ð¸Ð¹, ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹, Ð° ÑÐ°ÐºÐ¶Ðµ Ð´Ð²Ðµ ÐºÐ°Ð»ÑÐºÑÐ»ÑÑÐ¸Ð¸ ÑÑÐ°Ð½ÑÐ¿Ð¾ÑÑÐ½ÑÑ ÑÐ°ÑÑÐ¾Ð´Ð¾Ð².
ÐÑÐ¾Ð»ÐµÑÐ½Ð¾Ðµ ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ ÑÐ°ÑÑÑÐ¸ÑÑÐ²Ð°Ð»Ð¾ÑÑ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ Â«Civil MidasÂ» ÑÐ¾Ð³Ð»Ð°ÑÐ½Ð¾ Ð²ÑÐµÐ¼ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÐ¼ Ð¸ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐ¼ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°Ð¼. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°ÑÑÐµÑÐ° Ð²ÑÑÑÐ½Ð¸Ð»Ð¾ÑÑ, ÑÑÐ¾ ÑÐ¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ Ð¿ÑÐ¾Ð»ÐµÑÐ½Ð¾Ðµ ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²ÑÐµÑ Ð½Ð¾ÑÐ¼Ð°Ð¼ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸ Ð¸ ÑÑÐµÑÐ¸Ð½Ð¾ÑÑÐ¾Ð¹ÐºÐ¾ÑÑÐ¸.
Ð Ð°ÑÑÐµÑ Ð¾Ð¿Ð¾ÑÑ Ð¸ ÐµÐµ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° Ð¿ÑÐ¾Ð²Ð¾Ð´Ð¸Ð»ÑÑ Ð²ÑÑÑÐ½ÑÑ. Ð Ð°ÑÑÐµÑ Ð¿Ð¾ÐºÐ°Ð·Ð°Ð», ÑÑÐ¾ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ ÑÐ¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½ Ð²ÐµÑÐ½Ð¾, Ð¸ Ð²ÑÐ´ÐµÑÐ¶Ð¸Ð²Ð°ÐµÑ Ð²ÑÐµ Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ðµ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸.
ÐÑÐ¾Ð³Ð¾Ð¼ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ°Ð·ÑÐµÐ·Ð½Ð¾Ð¹ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¹ Ð¼Ð¾ÑÑ Ð´Ð»Ð¸Ð½Ð½Ð¾Ð¹ 139, 250 Ð¼, ÑÑÐµÐ¼Ð° ÑÐ°Ð·Ð±Ð¸Ð²ÐºÐ¸ Ð½Ð° Ð¿ÑÐ¾Ð»ÐµÑÑ 4x33 Ð¼. ÐÐ°Ð±Ð°ÑÐ¸Ñ Ð¼Ð¾ÑÑÐ° Ð-(8,0+2,0+8,0)+2Ã2,5.
description: Theme of final qualification work: "Development of a project of a city bridge in the city of Smolensk."In this work, a bridge was designed in the city of Smolensk across the Dnieper River. Tasks that were solved by the design process:
1. The analysis of the design area.
2. The main option is selected.
3. The calculation of the span in Midas Civil.
4. The loads on the support are collected, and the foundation of the support is calculated.
5. Based on regulatory documents, a technology has been developed for the installation of a precast reinforced concrete cabinet wall.
6. Measures for safety and labor protection have been identified.
7. Developed environmental protection measures.
8. A local estimate of the support, costing of materials, products, structures, as well as two costing of transportation costs.
The span was calculated in the Civil Midas software package in accordance with all requirements and regulatory documents. As a result of the calculation, it turned out that the designed span complies with the standards of strength and crack resistance.The calculation of the support and its foundation was carried out manually. The calculation showedthat the foundation was designed correctly, and can withstand all the existing loads.
The result of the work is a split reinforced concrete bridge with a length of 139, 250 m, a breakdown scheme for spans of 4x33 m. The dimension of the bridge is G-(8.0 + 2.0 + 8.0) + 2 Ã 2.5.