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Checking calculations

Calculation support Designing Аэродинамические расчеты Calculation of joints Equipment designing
 
Presentations

Checking calculations of static analysis for Ermak Ice Arena in Angarsk

Static calculation of the structure was performed with account taken of geometric and physical nonlinearity.

  • loading with proper weight including floor, roof and equipment weight
  • proper weight + uniform snow distribution
  • proper weight + uniform snow distribution + superimposed payload
  • proper weight + snow distribution Variant 2
  • proper weight + snow distribution Variant 3

Stressedly-deformed state of reinforced concrete framing is determined with account taken of physical (nonlinear behavior of concrete) and geometric nonlinearities.
Figures below show the deformed state of the structure for the third case of loading.

Support contour, diaphragms. Deformed state. General view

Support contour, diaphragms. Deformed state. Top view

Longitudinal stresses in pillars, general view (deformation scale factor = 500)

Stresses in Z direction in diaphragms (deformation scale factor = 500)

Hexa Company to order of Siberian Research and Design Institute “Orgstroyproject” OJSC, 2006.

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