BOVERKETS KONSTRUKTIONSREGLER PDF

(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: Kigagami Vudoran
Country: Eritrea
Language: English (Spanish)
Genre: Education
Published (Last): 14 December 2016
Pages: 40
PDF File Size: 9.40 Mb
ePub File Size: 9.28 Mb
ISBN: 639-2-41133-212-8
Downloads: 1825
Price: Free* [*Free Regsitration Required]
Uploader: Donos

Roof with thermal insulation. Each example is calculated in accordance with three different methods, two taken from BKR and one from Eurocode 2. When you build a building you need to follow the building code. The relationship between the snow load form factor and roof structure bovetkets presented below.

Login LT EN e.

Regelsamling för konstruktion: Boverkets konstruktionsregler, BKR – Google Books

Wind load on walls. The distance is larger according to Eurocode compared to Kostruktionsregler. The results of these calculations are presented in Table 3.

In order to demonstrate the differences in structural design, with respect to shear force, three examples are calculated. All measurements are calculated based on the following documents and conditions Sweden: Roof without thermal insulation. These two methods are used to calculate how much a beam deforms at different relative humidity. Boverket publishes the Swedish building code. The reason for the introduction of the Eurocode is to try and eliminate trade barriers between member states.

  LBDQ QUESTIONNAIRE PDF

Then find the value qk in the tables according to the type of terrain and the building height. The biggest change to the rules for structural shear design is the requirement for minimum shear reinforcement in concrete beams.

The building code in Sweden contains mandatory provisions and general recommendations. 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 value qk is determined based on the reference wind speed vref, the type of terrain, and the height of the building. Wind load pull — self-weight. The snow load reference value depends on the location of the building. To examine differences between the calculations of deformation, one konstruktionsrregler from BKR and one from Eurocode 2 is used.

The partial factors method is applied. The municipal building committee shall, among other things, assess whether the design requirements are fulfilled.

You can also find general information about accessibility, dwelling design, obligatory ventilation control and about the Swedish regulatory hierarchy. Taking into account the requirement of minimum reinforcement, table 2. Please use this url to cite or link to this publication: The municipal building committee The municipal building committee shall, among other things, assess whether the design requirements are fulfilled.

Boverkets konstruktionsregler eks-10

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. Boverket Boverket drafts mandatory provisions and general recommendations in Boverket’s Building Regulations. 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.

  COMPUTER ORGANIZATION AND DESIGN SOLUTIONS MANUAL 5TH EDITION PDF

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. 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.

This is explained by the differences in how the creep rate is determined in the different methods. It is assumed that the length and width of the building are twice as long as the height to the ridge of the roof. Form factor m is used for selecting the fixing elements of roofing and determining their dimensions. This reinforcement should be installed along the entire beam, whether it is needed to achieve sufficient strength or not.

VPN