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Rectangular section with holes |
  
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Rectangular section with holes |
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Compute the shear stresses due to the vertical shear force Vy=60KN
We have the rectangular section (200 mm x 600 mm), with two square holes (100 mm x 100 mm). Compute the maximum shear stresses due to the vertical shear force Vy=60 KN.
Iy=3133 x 106 mm4
At y=100 mm,
= Max tsy
At y=0 mm,
Reference: A-G Cote. Mécanique des solides déformable. Page 564.
Filename : cote-p564-Shear-2holes.shd
ShapeDesigner results:
Stresses at y=0 (from centroid) maximum stresses
