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Rectangular section |
  
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Rectangular section |
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Compute the shear stresses due to the vertical shear force Vy=1.0 lb
Analytical solution:
tsy: average transverse shear at level y in section;
mp: the first moment, with respect to the neutral axis, of the the cross sectional area above the level y;
Iy: moment of inertia of the entire cross section, taken with respect to the neutral axis;
: the width of the cross section at level y.
Reference: A-G Cote. Mécanique des solides déformable. Page 562.
Filename : cote-p562-shear-rectangular.shd
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