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Coating of production building by metal trusses - exchange rate

  • Added: 01.07.2014
  • Size: 507 KB
  • Downloads: 2
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Description

Coursework, drawings + DBE

Project's Content

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icon Drawing1.dwg
icon Drawing2.dwg
icon Drawing3.dwg
icon Drawing4.dwg
icon zapiska.docx

Additional information

1. Design Input

The covering of the production building is designed for steel trusses. Trusses are installed on the walls of the building. The dimensions of the building in plan, thermal operation, construction area by snow load and other data are given in the task.

a. The length of the building in the axes is 60 m;

b. Truss span - L = 24 (m);

B. Truss pitch - B = 6 m;

d. Truss support height - ho = 1.4 (m);

The slope of the upper girder belt i = 10 (%);

e. The roof type is cold;

G. Snow load area. ӀV

Along the length of the building, trusses are placed on walls, as a rule, in increments of 6, 9 or 12 meters. The extreme trusses are offset from the wall axis by 500 mm inside the building.

Transverse connected trusses in the planes of the upper and lower belts are installed at the end trusses of the building, as well as at the trusses in the area of ​ ​ the temperature block provided for in the structure of the building with a significant length, and are repeated after 4? 6 steps of the trusses.

Drawings content

icon Drawing1.dwg

Drawing1.dwg

icon Drawing2.dwg

Drawing2.dwg

icon Drawing3.dwg

Drawing3.dwg

icon Drawing4.dwg

Drawing4.dwg
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