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Strength calculation and drawings KM metal drying plant milk

Held strength calculation drying shop building milk executed drawings KM.

The construction site of the building: Ulyanovsk region.

According to the map M 1 mandatory SP 20.13330.2011 application, relates to a construction area IVsnegovomu area (Sg = 2.4 kPa).

According to the map M 3 mandatory SP 20.13330.2011 application, relates to a construction area IIIvetrovomurayonu (w0 = 0.38 kPa). Environment - "A" (paragraph 11.1.6, SP 20.13330.2011.).

drying shop building
drying shop building
 
Fig. 1 General view of the building model
 
Fig. 2 Driving snow load building model for logging in "Snow"
 
Fig. Scheme 3 wind load model
 
Fig. 4 wind pressure distribution map for the downloaded "Wind of OX»
 
Fig. 5 equivalent stress distribution map of the building with metal loadings combination № 1; SVM, MPa
 
Fig. 6 summary map distribution displacements in the structure (Scale factor 10); USUM, mm
 
Fig. 7 buckling form by combination loadings № 1
 
 
 
 
 
 
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