(Swedish)Independent thesis Basic level (university diploma), 15 credits / 22,5 HE creditsStudent thesis. Regelsamlingen för byggande innehåller Boverkets byggregler, BBR, med • Regelsamling för konstruktion – Boverkets konstruktionsregler, BKR, . Building permit. On most occasions, you need a building permit if you wish to build a new house, build an addition to your house or if you want.

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Swedish Regulations for building works

Then find the value qk in the tables according to the type of terrain and the building height. Login LT EN e. When you build a building you need to follow the building code. Wind load pull — self-weight.

The results of these calculations are presented in Table 3. Boverket publishes the Swedish building code.

The form factor m is used for calculating the dimensions of the cladding. The load reduction factor Y is found in the following table.

The partial factors method is applied. 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.

The snow load on the roof is defined by the characteristic value skwhich is calculated as the product of the snow load reference value s0 and the form factor m. Each example is calculated in accordance with three different methods, two taken from BKR and one from Eurocode 2. Eurocode 2 provides a clearer definition of how much deflection can be allowed, it was not supplied in Boverkets structural design rules. Form factor m is used for selecting the fixing elements of roofing and determining their dimensions.


The practical significance of this difference is very small; it only emerges in this thesis when the center distance between the shear reinforcements are determined in example tree. Wind load on walls. Boverkets Konstruktionsregler BKR 94 design standards. The distance is larger according to Eurocode compared to BKR. Please use this url to cite or link to this publication: The value qk is determined based on the reference wind speed vref, the type of terrain, and the height of the building.

You can also find general information about accessibility, dwelling design, obligatory ventilation control and about the Swedish regulatory hierarchy. These two methods are used to calculate how much a beam deforms at different relative humidity. The information presented is suitable for single and double konstruktionsregoer roofs. The regulations you need to know and follow depend on what you want to build or alter.

Design conditions – Destata Profil

This thesis aims to show what impact this change from Boverkets structural design rules BKR to the Eurocode will have on the dimensioning of boverkete reinforcement and the calculation of deformation in concrete beams. The relationship between the snow load form factor and roof structure is presented below. 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.


Roof without thermal insulation. Roof with thermal insulation. The snow load reference value depends on the location of the building. Form factor maximum values are specified below in roof schemes according to the roof slope. Taking into account the requirement of minimum reinforcement, table 2. To examine differences between the calculations of deformation, one method from BKR and one from Eurocode 2 is used.

The tables of roof dimensions do not take wind load into account. Go to the page menu Go to the page content.

Compared to table 2. The form factor is increased in shadow zones. 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.