Design of the intermediate support of the railway bridge of the beam-cutting system
- Added: 26.06.2022
- Size: 349 KB
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Description
According to the initial data, it is required to design a support for a split beam railway bridge:
1) span length: 77.0 m and 66.0 m;
2) construction area – Sosnogorsk;
3) time load – C13;
4) ice thickness – 0.6 m;
5) the level of intermediate waters UMV = 71.5 m;
6) the level of high waters of hydrocarbons = 73.3 m;
7) the level of high ice drift of the UVL = 72.8 m;
8) the level of low ice drift UNL = 71.8 m;
9) elevation of the bottom of the channel - 70.0 m;
10) elevation of the top of the sub-farms – 75.3 m
Project's Content
Чертежи.dwg
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Курсач.docx
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Additional information
Чертежи.dwg
Курсач.docx
