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Design of load-bearing structures of a multi-storey frame building made of precast concrete

Description

  1. Initial data for the coursework: the dimensions of the building in the plan are 19.2x42.7 m, the number of floors without a basement is 10, the height of the floors: above ground - 2.8 m, underground - 3.6 m; the distance from the floor of the 1st floor to the planning mark is 0.9 m, the ground of the base: soil type - clay, double design soil pressure - 0.34 MPa; construction area – Irkutsk, temporary load on the ceiling: the total value of the time load is 3.0 kPa, the long part of the time load is 1.05 kPa, the floor type is 4.

Project's Content

icon ПЗ.docx
icon ГЧ ЖБК.dwg
The material is an archive with files that can be opened in programs:
  • Microsoft Word
  • AutoCAD or DWG TrueView
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