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

  • Added: 23.08.2022
  • Size: 1 MB
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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.

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