Сбор нагрузок

Description

This calculation includes the collection of loads on the floor slab / coatings on various beam cross-section and on a rack / column also different cross sections.

Operating procedure:
1. Select the structure to which the load will be collected ( "Collection of loads on the floor slab / beam column" at the top).
2. Ask characteristics overlap plate / beam / column
3. If necessary, specify the characteristics of walls and support beams (if you have any).
4. Select the number of layers, which are based on your designs (in the slab and beam ceilings have accompanying pictures, which clearly draws a part of your "pie").
5. In the table to select the data on the material layer and the thickness of the layer.
6. Press the "Calculation" below the table.
7. As a result, you will give as the total value of your load and painted steps with the corresponding values ​​of coefficients.

For reference:
- the density of concrete - 2500 kg / m3
- the density of wood - 600 kg / m3
- density of steel - 7850 kg / m3
- density of silica brick - 1800 kg / m3
- brick clay corpulent density - 1700 kg / m3
- density hollow brick clay - 1250 kg / m3
- the mass of ribbed slabs is on the average of the percentage of 25% of the solid plate
- the mass of hollow-core slabs is on average of 60% in the percentage of the solid plate
- support beams are in the same level with the main beam
- load of snow and a payload made according to SNIP 2.01.07-85 "Loads and effects"
- safety factors are also taken on SNIP 2.01.07-85 "Loads and effects"