title: Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ° Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¼Ð¾ÑÑÐ° Ð½Ð° Ð°Ð²ÑÐ¾Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½Ð¾Ð¹ Ð´Ð¾ÑÐ¾Ð³Ðµ III ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¾Ð¹ ÐºÐ°ÑÐµÐ³Ð¾ÑÐ¸Ð¸
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 a project of a reinforced concrete bridge on a highway of the III technical category
Creators: name: ÐÐ¾Ð·ÐµÐ», ÐÐµÐ½Ð¸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ÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
Ð°Ð²ÑÐ¾Ð´Ð¾ÑÐ¾Ð¶Ð½ÑÐ¹ Ð¼Ð¾ÑÑ
Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¹ Ð¼Ð¾ÑÑ
Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¼Ð¾ÑÑÐ°
Midas Civil
civil engineering
road bridge
reinforced concrete bridge
bridge designing

description: Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½ Ð¿ÑÐ¾ÐµÐºÑ Ð¼Ð¾ÑÑÐ° ÑÐµÑÐµÐ· Ñ. Ð¡Ð°Ð²Ð°Ð»Ð° Ð½Ð° Ð´Ð¾ÑÐ¾Ð³Ðµ III ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¾Ð¹ ÐºÐ°ÑÐµÐ³Ð¾ÑÐ¸Ð¸. Ð ÑÐ¾Ð´Ðµ Ð¿ÑÐ¾ÐµÐºÑÐ° Ð±ÑÐ»Ð¸ ÑÐµÑÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 
1. ÐÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½ ÑÐ°Ð¹Ð¾Ð½ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¼Ð¾ÑÑÐ° (Ð²ÐºÐ»ÑÑÐ°Ñ ÐºÐ»Ð¸Ð¼Ð°ÑÐ¸ÑÐµÑÐºÐ¸Ðµ, Ð³ÐµÐ¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¸Ðµ Ð¸ Ð³Ð¸Ð´ÑÐ¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÑÐ»Ð¾Ð²Ð¸Ñ);
2. ÐÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½Ñ Ð¼Ð¾ÑÑÐ¾Ð¼ÐµÑÑÐ¸ÑÐµÑÐºÐ¸Ðµ ÑÐ°ÑÑÐµÑÑ;
3. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ½Ð¾Ðµ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ñ Ð¿Ð¾ÑÐ»ÐµÐ´ÑÑÑÐ¸Ð¼ ÑÐµÑÐ½Ð¸ÐºÐ¾-ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¸Ð¼ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸ÐµÐ¼ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð²;
4. Ð¡Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ñ Ð¿ÑÐ¾Ð»ÐµÑÐ½Ð¾Ðµ ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ Ð¸ Ð¾Ð¿Ð¾ÑÑ Ð¼Ð¾ÑÑÐ°;
5. ÐÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð° ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð´Ð¾ÑÐ¾Ð¶Ð½Ð¾Ð³Ð¾ Ð¿Ð¾ÐºÑÑÑÐ¸Ñ;
6. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð° Ð»Ð¾ÐºÐ°Ð»ÑÐ½Ð°Ñ ÑÐ¼ÐµÑÐ° Ð½Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ Ð¿ÑÐ¾Ð¼ÐµÐ¶ÑÑÐ¾ÑÐ½Ð¾Ð¹ Ð¾Ð¿Ð¾ÑÑ;
7. Ð¡Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ñ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¸ Ð¿Ð¾ ÑÐµÑÐ½Ð¸ÐºÐµ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸ Ð¸ Ð¾ÑÑÐ°Ð½Ðµ ÑÑÑÐ´Ð°;
8. ÐÑÐµÐ´ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ Ð¼ÐµÑÑ Ð¿Ð¾ Ð¾ÑÑÐ°Ð½Ðµ Ð¾ÐºÑÑÐ¶Ð°ÑÑÐµÐ¹ ÑÑÐµÐ´Ñ.
Ð ÑÐ¾Ð´Ðµ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð±ÑÐ»Ð¸ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ Ð´Ð²Ð° Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð±Ð°Ð»Ð¾ÑÐ½Ð¾Ð³Ð¾ Ð¼Ð¾ÑÑÐ°, Ð¿ÑÐ¸Ð½ÑÐ¸Ð¿Ð¸Ð°Ð»ÑÐ½ÑÐ¼ ÑÐ°Ð·Ð»Ð¸ÑÐ¸ÐµÐ¼ ÐºÐ¾ÑÐ¾ÑÑÑ ÑÐ²Ð»ÑÐµÑÑÑ Ð¸Ñ ÑÐ¸ÑÑÐµÐ¼Ð°: ÑÐ°Ð·ÑÐµÐ·Ð½Ð°Ñ Ð¸Ð»Ð¸ Ð¶Ðµ Ð½ÐµÑÐ°Ð·ÑÐµÐ·Ð½Ð°Ñ. ÐÐ° ÑÑÐ°Ð´Ð¸Ð¸ ÑÐµÑÐ½Ð¸ÐºÐ¾-ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ñ Ð±ÑÐ» Ð²ÑÐ±ÑÐ°Ð½ Ð±Ð°Ð»Ð¾ÑÐ½ÑÐ¹ Ð¼Ð¾ÑÑ ÑÐ°Ð·ÑÐµÐ·Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ. 
Ð ÑÐ°Ð¼ÐºÐ°Ñ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¾Ð»ÐµÑÐ½Ð¾Ð³Ð¾ ÑÑÑÐ¾ÐµÐ½Ð¸Ñ ÐµÐ³Ð¾ ÑÐ°ÑÑÐµÑÑ Ð¿ÑÐ¾Ð¸Ð·Ð²Ð¾Ð´Ð¸Ð»Ð¸ÑÑ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ âMidasCivilâ. Ð Ð°ÑÑÐµÑÑ Ð¿ÑÐ¾Ð¼ÐµÐ¶ÑÑÐ¾ÑÐ½Ð¾Ð¹ Ð¾Ð¿Ð¾ÑÑ Ð¼Ð¾ÑÑÐ° Ð±ÑÐ»Ð¸ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½Ñ Ð²ÑÑÑÐ½ÑÑ.
description: This paper presents a project of a bridge across the rivernamedSavala on the road of III technical category. During the project, the following tasks weresolved:
1. The area of the bridge design (including climatic, geological and hydrological conditions) wasanalyzed;
2. Morphometric calculations;
3. Variant design with subsequent technical and economic comparison of options;
4. The span and support of the bridge weredesigned;
5. The technology of paving construction wasproposed;
6. A local estimate for the construction of an intermediate support wasdeveloped;
7. Recommendations on safety and labor protectionwere compiled;
8 Environmental protection measures wereenvisaged.
During the variant design, two versions of the beam bridge were developed, the fundamental difference of which is their system: split or continuous. At the stage of technical and economic comparison, the beam bridge of the split system was selected.
As apart of the design of the span, its calculations were carried out in the Midas Civil software package. Calculations of the bridgeâsintermediate support were made manually.