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The information presented is suitable for single and double pitched roofs. Taking into account the requirement of minimum reinforcement, table 2.

The building code in Sweden contains mandatory provisions and general recommendations. Boverket publishes konstruktionsrrgler Swedish building code.

Boverkets konstruktionsregler eks The relationship between the snow load form factor and roof structure is presented below. The results of these calculations are presented in Table 3. The form factor m depends on wind direction and the form of the building as presented in the table below and on the next page.

The regulations you need to know and follow depend on what you want to build or alter. Wind load pull — self-weight. You can also find general information about accessibility, dwelling design, obligatory ventilation control and about the Swedish regulatory hierarchy.

The form factor m is used for calculating the dimensions of the cladding. Boverkers 2 provides a clearer definition of how much deflection can be allowed, it was not supplied in Boverkets structural design rules. Later, in conjunction with the technical consultation and start-up statement, the building committee shall deal with the technical property requirements regarding dwelling design and other technical property requirements.

Go to the page menu Go to the page content. It is assumed that the length and width of the building konstruktiomsregler twice as long as the height to the ridge of the roof. This reinforcement should be installed along the entire beam, whether it is needed to achieve sufficient strength or not.

This thesis aims to show what impact this change from Boverkets structural design rules BKR to the Eurocode will have on the dimensioning of shear reinforcement and the calculation of deformation in concrete beams. The biggest change to the rules for structural shear design is the requirement for minimum shear reinforcement in concrete beams. The konstruktionsreglee for the introduction bverkets the Eurocode is to try and eliminate trade barriers between member states.

The distance is larger according to Eurocode compared to BKR. Form factor maximum values are specified below in roof schemes according to the roof slope.

Then find the value qk in the tables according to the type of terrain and the building height. Compared to table 2. The snow load reference value depends on the location of the building. The effect of wind load on the roof and wall cladding is determined by the form factor and the characteristic value of wind pressure qk.

The fact that the konstruktionstegler safety factor is not part of the Eurocode equations for determining the shear resistance in the same manner as it is in BKR, also contributes to the difference in the values. Boverkets konstruktionsregler eks — Nordskiffer AB Form factor m is used for selecting the fixing elements of roofing and determining their dimensions. Wind load on walls. The tables of roof dimensions do not take wind load into account. The results in Table 2.

The load reduction factor Y is found in the following table. If the wind blows from a certain type of terrain towards a different terrain, the wind load remains the same for the konstruktionstegler two kilometers of the new type of terrain.

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