(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: Zum Arashizragore
Country: Senegal
Language: English (Spanish)
Genre: Travel
Published (Last): 9 June 2018
Pages: 99
PDF File Size: 20.79 Mb
ePub File Size: 16.60 Mb
ISBN: 524-5-69906-771-9
Downloads: 40535
Price: Free* [*Free Regsitration Required]
Uploader: Voodoohn

Form factor m is used for selecting the fixing elements of roofing and determining their dimensions. The form factor m depends on wind direction and the form of the building as presented in the table below konstrukgionsregler on the next page.

Go to the page menu Go to the page content. The information presented is suitable for single and double pitched roofs. Taking into account the requirement of boverekts reinforcement, table 2.

Boverkets konstruktionsregler eks-10

You can also find general information about accessibility, dwelling design, obligatory ventilation control and about the Swedish regulatory hierarchy. 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. When you build a building you need to follow the building code. The biggest change to the rules for structural shear design is the requirement for minimum shear reinforcement in concrete beams.

The relationship between the snow load form factor and roof structure is presented below. In order to demonstrate the differences in structural design, with respect to shear force, three examples are calculated.

Boverkets Konstruktionsregler BKR 94 design standards. The load reduction factor Y is found in the following table. The form factor m is used for calculating the dimensions of the cladding. This reinforcement should be installed along the entire beam, whether it is needed to achieve sufficient strength or not.


The results in Table 2. The municipal building committee also has supervisory responsibility for the building works.

En jämförelse av Eurokod och Boverkets konstruktionsregler

The konstruktionzregler building committee shall, among other things, assess whether the design requirements are fulfilled. Wind load on walls. Please use this url to cite or link to this publication: Login LT EN e. Roof with thermal insulation.

Boverket publishes the Swedish building code. Roof without thermal insulation.

The distance is larger according to Eurocode compared to BKR. The results of these calculations are presented in Table 3. The snow load boverekts the roof is defined by the characteristic value skwhich is calculated as the product of the snow konstruktionsdegler reference value s0 and the form factor m. All measurements are calculated based on the following documents and conditions Sweden: The partial factors method is applied.

These two methods are used to calculate how much a beam deforms at different relative humidity. It is assumed that the length and width of the building are twice as long as the height to the ridge of the roof.

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. The building code in Sweden contains mandatory provisions and general konwtruktionsregler. The reason for the introduction of the Eurocode is to try and eliminate trade barriers between member states. This is explained by the differences in how the creep rate is determined in the different methods. To examine differences between the calculations of deformation, one method from BKR and one from Eurocode 2 kostruktionsregler used.

Boverket Boverket drafts mandatory provisions and general recommendations in Boverket’s Building Regulations. The value qk is determined based on the reference wind speed vref, the type of terrain, and the height of the building. 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 konstruotionsregler in concrete beams.


Each example is calculated in accordance with three different methods, two taken from BKR and one from Eurocode 2. Form factor maximum values are specified below in roof schemes according to the roof slope. bovrkets

The municipal building committee The municipal building committee shall, among other things, assess whether the design requirements are fulfilled. Wind load pull — self-weight. 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 regulations you need to know and follow depend on what you want to build or alter.

Swedish Regulations for building works

The form factor is increased in shadow zones. Compared to 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. The value of the wind speed vref is selected based 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. Eurocode 2 provides a clearer definition of how much deflection can be allowed, it was not supplied in Boverkets structural design rules. 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.