title: Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ° Ð¼Ð¾ÑÑÐ° Ð½Ð° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ Ð³Ð¾ÑÐ¾Ð´ÑÐºÐ¾Ð¹ Ð´Ð¾ÑÐ¾Ð³Ðµ 2-Ð³Ð¾ ÐºÐ»Ð°ÑÑÐ° Ð² Ð³Ð¾ÑÐ¾Ð´Ðµ Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³
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 bridge on the main urban road of the 2nd class in the city of Saint Petersburg
Creators: name: ÐÐµÐ»ÐµÐ·Ð½Ð¾Ð², Ð¡ÐµÑÐ³ÐµÐ¹
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
Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¼Ð¾ÑÑÐ¾Ð²
ÑÐµÑ Ð½Ð¸ÐºÐ¾-ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ðµ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ
midas civil
ÑÐ°ÑÑÐµÑ Ð¿ÑÐ¾Ð¼ÐµÐ¶ÑÑÐ¾ÑÐ½Ð¾Ð¹ Ð¾Ð¿Ð¾ÑÑ
ÑÑÐ¾ÑÑÐ°Ñ Ð¿Ð¾Ð²ÑÑÐµÐ½Ð½Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð°
ÑÐ°ÑÑÐµÑ Ð¿Ð¾ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÐ¼ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸ÑÐ¼
ÑÐ¼ÐµÑÐ½ÑÐ¹ ÑÐ°ÑÑÐµÑ
reinforced concrete bridge
bridge design
technical and economic comparison
calculation of intermediate support
elevated sidewalk
calculation of total limits
estimated calculation

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐµ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð±Ð°Ð»Ð¾ÑÐ½Ð¾Ð³Ð¾
ÑÐ°Ð·ÑÐµÐ·Ð½Ð¾Ð³Ð¾ Ð¼Ð¾ÑÑÐ° ÑÐµÑÐµÐ· ÑÐµÐºÑ ÐÐ¶Ð¾ÑÐ°.
ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ:
1. ÐÐ·ÑÑÐµÐ½Ð¸Ðµ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº ÑÐ°Ð¹Ð¾Ð½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ;
2. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° ÑÑÐµÑ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² Ð¼Ð¾ÑÑÐ°;
3. ÐÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¾Ð»ÐµÑÐ½Ð¾Ð³Ð¾ ÑÑÑÐ¾ÐµÐ½Ð¸Ñ Ð¼Ð¾ÑÑÐ°;
4. ÐÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¾Ð¿Ð¾Ñ Ð¼Ð¾ÑÑÐ°;
5. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¾Ð¹ ÐºÐ°ÑÑÑ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° ÑÑÐ¾ÑÑÐ°ÑÐ¾Ð²
Ð°Ð²ÑÐ¾Ð´Ð¾ÑÐ¾Ð¶Ð½Ð¾Ð³Ð¾ Ð¼Ð¾ÑÑÐ°;
6. Ð¡Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð¸Ðµ ÑÐ¼ÐµÑÐ½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ°;
7. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ñ ÑÐµÑÐ½Ð¸ÐºÐ¸ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸, Ð¿Ð¾ Ð¾ÑÑÐ°Ð½Ðµ Ð¾ÐºÑÑÐ¶Ð°ÑÑÐµÐ¹
ÑÑÐµÐ´Ñ Ð¸ Ð¾ÑÑÐ°Ð½Ñ ÑÑÑÐ´Ð°.
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Â«MIDAS CivilÂ» Ð½Ð° Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÑÐ¾ÑÐµÑÐ°Ð½Ð¸Ð¹ Ð¿Ð¾ÑÑÐ¾ÑÐ½Ð½ÑÑ Ð¸ Ð²ÑÐµÐ¼ÐµÐ½Ð½ÑÑ
Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº. Ð Ð°ÑÑÐµÑ Ð¿Ð¾ÐºÐ°Ð·Ð°Ð», ÑÑÐ¾ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ Ð¿ÑÐ¾Ð»ÐµÑÐ½Ð¾Ðµ ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ
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ÑÑÐµÑÐ¸Ð½Ð¾ÑÑÐ¾Ð¹ÐºÐ¾ÑÑÐ¸.
Ð Ð°ÑÑÐµÑ Ð¿ÑÐ¾Ð¼ÐµÐ¶ÑÑÐ¾ÑÐ½Ð¾Ð¹ Ð¾Ð¿Ð¾ÑÑ Ð¿ÑÐ¾Ð²Ð¾Ð´Ð¸Ð»ÑÑ Ð²ÑÑÑÐ½ÑÑ ÑÐ¾Ð³Ð»Ð°ÑÐ½Ð¾ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÐ¼
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Ð²ÑÐ´ÐµÑÐ¶Ð¸Ñ Ð²ÑÐµ Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ðµ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸.
Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»
ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½ Ð¿ÑÐ¾ÐµÐºÑ Ð¼Ð¾ÑÑÐ° ÑÐµÑÐµÐ· ÑÐµÐºÑ ÐÐ¶Ð¾ÑÐ° Ð² Ð³Ð¾ÑÐ¾Ð´Ðµ Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³,
ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²ÑÑÑÐ¸Ð¹ Ð²ÑÐµÐ¼ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÐ¼ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÑ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ¾Ð².
description: This work is devoted to the development of a reinforced concrete beam split
bridge over the Izhora river.
The work set the following goals:
1. Study of the characteristics of the design area;
2. Development of three bridge options;
3. The design of the superstructure of the bridge;
4. Design of bridge abutments;
5. Development of road bridge sidewalks;
6. Making an estimate;
7. Development of safety measures, environmental protection and labor
protection.
The bridge span was calculated using the MIDAS Civil software package based
on various combinations of permanent and temporary loads. The calculation showed
that the projected superstructure meets all the necessary requirements for strength and
crack resistance.
The intermediate support was calculated manually according to the requirements
of regulatory documents. According to the calculation, the projected Foundation will
withstand all operating loads.
As a result of the graduate qualification work, a project was developed for a
bridge across the Izhora river in the city of Saint Petersburg that meets all the
requirements of regulatory documents.