(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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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. Please use this url to cite or link konstruktuonsregler this publication: In order to demonstrate the differences in structural design, with respect to shear force, three examples are calculated. You can also find general information about accessibility, dwelling design, obligatory ventilation control and about the Swedish regulatory hierarchy.

Roof without thermal insulation. 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. Eurocode 2 provides a clearer definition of how much deflection can be allowed, it konstruktionnsregler not supplied in Boverkets structural design rules. It is assumed that the length and width of the building are twice as long as the height to the ridge of the roof.

Each example is bboverkets in accordance with three different methods, two taken from BKR and one from Eurocode 2. 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 partial factors method is applied. The snow obverkets reference value depends on the location of the building.


This is explained by the differences in how the creep rate is determined in the different methods. The results of these boverkefs are presented in Table 3. The biggest change to the rules for structural shear design is the requirement for minimum shear reinforcement in concrete beams.

The form factor is increased in shadow zones. Form factor m is used for selecting the fixing elements of roofing and determining their dimensions. Boverkets Konstruktionsregler BKR 94 design standards.

The relationship between the snow load konstruktonsregler factor and roof structure is presented below. Then find the value qk in the tables according to the type of terrain and the building height.

Boverket publishes the Swedish building code. Wind load pull — self-weight. The results in Table 2.

Boverkets konstruktionsregler eks-10

This reinforcement should be installed along the entire beam, whether it is needed to achieve sufficient strength or not. The konstruktonsregler presented is suitable for single and double pitched roofs. 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.

Taking into account the requirement of minimum reinforcement, table 2. The distance is larger according to Eurocode compared to BKR.

The regulations you need to know and follow depend on what you want to build or alter. Boverket Boverket drafts mandatory provisions and general recommendations in Boverket’s Building Regulations. The tables of roof dimensions do not take wind load into account.


Eurokod1: Laster på bärverk – hur skiljer de sig från Boverkets konstruktionsregler?

All measurements are calculated based on the following documents and conditions Sweden: Compared to table 2. 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.

Login LT EN e. 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 of wind pressure konstruktionsregleer. Wind load on walls. These two methods are used to calculate how much a beam deforms at different relative humidity. The value of the wind speed vref is selected based on the location of the building.

Swedish Regulations for building works

To examine differences between the calculations of deformation, one method from BKR and one from Eurocode 2 is used. Form factor maximum values are specified below in roof schemes according to the roof slope. The form factor m is used for calculating the dimensions of the cladding.

Roof with thermal insulation. The kostruktionsregler 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.