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Strength calculation of a residential house with an attic floor on the draft Timan

simulation design

 Model design of the building is designed in accordance carhitekturnoy model, delivered to the customer. The main part of the building (walls and floors) is a wooden frame, the material of interior walls and ceilings - pine. The exterior walls are made of glass.

 
Residential house with an attic floor. perspective views
 
Background architectural model (the roof covering not shown)
 
Model APM Structure3D (coating not shown)
 
Model APM Structure3D

Load, impact and combinations thereof

 load values ​​were set in accordance with the joint venture 20.13330 "Loads and effects." Uploading structure carried by several types of loads: regular (own weight of the structure, coating weight); useful (Distributed regulatory burden on the floor slabs); snow and wind, according to the construction area. After all the loads on the individual loadings were created linear combinations of loads to which each of the loadings included with the corresponding coefficients (coupling coefficients, reliability coefficients for the load responsibility for safety factors).

 

The calculation results

Obtained during strength calculation maps stress and strain state at the respective design loading embodiments set forth below.

 
Equivalent stress distribution map in wooden houses frame elements when combined loadings № 1; SVM, MPa
 
Equivalent stress distribution map in wooden houses frame elements when combined loadings № 1; SVM, MPa
 
Equivalent stress distribution map in wooden houses frame elements when combined loadings № 1; SVM, MPa
 
distribution map of the total design displacement with 1 combination of loads (scale factor 10); USUM, mm
 
 
 
 
 
 
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