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RectFootingBiaxialBending

Eğik eğilme etkisi altındaki dikdörtgen tekil temellerde basınç bölgeleri A, B, C, D ve E olmak üzere 5 farklı bölgeye ayrılabilir.

  • C tam başınç bölgesi
  • A üçgen basınç bölgesi
  • D x yönünde trapez basınç bölgesi
  • E y yönünde trapez basınç bölgesi
  • B beşgen basınç bölgesi

RectFootingBiaxialBending verili temel boyutları ve kesit tesirleri için köşe noktalardaki zemin gerilmelerini hesaplamak için geliştirilmiştir. 1 2 3 Pozitif momentler şekildeki gibidir.

Footnotes

  1. Özmen, G. (2011). “Determination of base stresses in rectangular footings under biaxial bending.” Teknik Dergi, 22, 5659-5674. ↩

  2. Trupia, A., Saygun, A. Betonarme Yüzeysel Temeller, Nobel Yayın Dağıtım, Ankara, 2009. ↩

  3. Bellos, John & Bakas, Nikolaos. (2017). Complete Analytical Solution for Linear Soil Pressure Distribution under Rigid Rectangular Spread Footings. International Journal of Geomechanics. ↩

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