BOVERKETS KONSTRUKTIONSREGLER PDF

Published by on December 21, 2019
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(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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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.

Design conditions – Destata Profil

The form factor m is used for calculating the dimensions of the cladding. The municipal building committee The municipal building committee shall, among other things, assess whether the design requirements are konstruktionsreglerr.

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.

These two methods are used to calculate how much a beam deforms at different relative humidity. Eurocode 2 provides a clearer definition of how much deflection can be allowed, it was not supplied in Boverkets structural design rules. The distance is larger according to Eurocode compared to BKR. Please use this url to konstrultionsregler or link to this publication: 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.

Wind load pull — self-weight. In order to demonstrate the differences in structural design, with respect to shear force, three examples are calculated. The reason for the introduction of the Eurocode is to try and eliminate trade barriers between member states. The load reduction factor Y is found in the following table. The municipal building committee also has supervisory responsibility for the building works.

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Boverkets konstruktionsregler eks-10

The relationship between the snow load form factor and roof structure is presented below. To examine differences between the calculations of deformation, one method from BKR and one from Eurocode 2 is used.

The building code in Sweden contains mandatory provisions and general recommendations. 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. This is explained by the differences in how the creep rate is determined in the different methods.

Go to the page menu Go to the page content. Form factor maximum values are specified below in roof schemes according to the roof slope. It is assumed that the length and width of the building are twice as long as the height to the ridge of the roof. Taking into account the requirement of minimum reinforcement, table 2. 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 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.

This reinforcement should be installed along the entire beam, whether it is needed to achieve sufficient strength or not.

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.

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Swedish Regulations for building works – Boverket – Boverket

Boverkets Konstruktionsregler BKR 94 design standards. Boverket publishes the Swedish building konstruktinosregler. The biggest change to the rules for structural shear design is the requirement for minimum shear reinforcement in concrete beams. All measurements are calculated based on the following documents and conditions Sweden: The value qk is determined based on the reference wind speed vref, the type of terrain, and the height of the building. When you build a building you need to follow the building code.

Each example is calculated in accordance with three different methods, two taken from BKR and one from Eurocode 2. The results of these calculations are presented in Table 3.

The tables of roof dimensions do not take wind load into account. The regulations you need to know and follow depend on what you want to build or alter.

The results in Table 2. Wind load on walls. Compared to table 2. The form factor is increased in shadow zones. Roof without thermal insulation. The information presented is suitable for single and double pitched roofs. Roof with thermal insulation. Boverket Boverket drafts mandatory provisions and general recommendations in Boverket’s Konstruktionsregller Regulations.

You can also find general information about accessibility, dwelling design, obligatory ventilation control and about the Swedish regulatory hierarchy. 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 partial factors method is applied.