(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.

Author: Nizil Faerisar
Country: Republic of Macedonia
Language: English (Spanish)
Genre: Photos
Published (Last): 27 December 2017
Pages: 435
PDF File Size: 16.89 Mb
ePub File Size: 7.11 Mb
ISBN: 940-5-71192-805-6
Downloads: 65596
Price: Free* [*Free Regsitration Required]
Uploader: Mazuzahn

The results of these calculations are presented in Table 3. Login LT EN e. The fact that the partial 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. The form factor m is used for calculating the dimensions of the cladding.

Boverkets Konstruktionsregler BKR 94 design standards. This is explained by the differences in how the creep rate is determined in the different methods.

Swedish Regulations for building works

The relationship between the snow load form factor and roof structure is presented below. The snow load reference value depends on the location of the building. The building code in Sweden contains mandatory provisions and general recommendations.

The load reduction factor Y is found in the following table. The effect of wind load on the roof and wall cladding is determined by the form factor and the characteristic value boverkts wind pressure qk. This reinforcement should be installed along the entire beam, whether it is needed to achieve sufficient strength or not. Boverket publishes the Swedish building code. The form factor is increased in shadow zones.


Form factor m is used for selecting the fixing elements of roofing and determining their dimensions. To examine differences between the calculations of deformation, one method from BKR and one from Eurocode 2 is used. The distance is larger according to Eurocode compared to BKR. The information presented is boverets for single and double pitched roofs. The value qk is determined based on the reference wind speed vref, the type konsstruktionsregler terrain, and the height of the building.

The municipal building committee The municipal building committee shall, among other things, assess whether the design requirements are fulfilled. Then find the value qk in the tables according to the type of terrain and the building height.

Boverkets konstruktionsregler eks-10

The value of the wind speed vref is selected based on the location of the building. The practical significance of this difference is boveerkets small; it only emerges in this thesis when the center distance between the shear reinforcements are determined in example tree. Please use this url to cite or link to this publication: Boverket Boverket drafts mandatory provisions and general recommendations in Boverket’s Building Regulations. The reason for the introduction of the Eurocode is to try and eliminate trade barriers between member konstruktoinsregler.

The regulations you need to know and follow depend on what you want to build or alter. This thesis aims to show what impact this change from Konstruktiinsregler structural design rules BKR to the Eurocode will have on the dimensioning of shear reinforcement and the calculation of deformation in concrete beams. Roof with thermal insulation. The partial factors method konstruktionsrsgler applied. The municipal building committee also has supervisory responsibility for the building works. In order to demonstrate the differences in structural design, with respect to shear force, three examples are calculated.


If both the length and width of the building are twice as long as the height of the roof ridge, the fixing elements must be selected by taking into account the tensile load in proportion to the following form factor values.

Swedish Regulations for building works – Boverket – Boverket

If the wind blows from a certain type of terrain towards a different terrain, the wind load remains the same for the first two kilometers of the new type of terrain. It is assumed that the length and width of the building are twice as long as the height to the ridge of the roof.

Go to the page menu Go to the page content. Eurocode 2 provides a clearer definition of how much deflection can be allowed, it was not supplied in Boverkets structural design rules. 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.

The biggest change to the rules for structural shear design is the requirement for minimum shear reinforcement in concrete beams. The results in Table 2. 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.

You can also find general information about accessibility, dwelling design, obligatory ventilation control and konstruktionnsregler the Swedish regulatory hierarchy.