Displacements & Stresses
Max. displ. ∣u∣max=\left| \mathbf{u} \right|_\text{max} = 0.01057 mm
Max. von Mises σmax=\sigma_\text{max} = 44 MPa
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Layers & Legend
Magnitude
Minimum
Maximum
Intervals
Global force balance
Boundary condition FxF_{x} [N] FyF_{y} [N] FzF_{z} [N]
fija +2,000 +0 +0
presion -2,000 0 +0
Peek-at-point
x=x= y=y= z=z=
u=u= — v=v= — ω=\omega= —
∣u∣=|\mathbf{u}|= — σvm=\sigma_{vm}= — σtr=\sigma_{tr}= —
σ1=\sigma_{1}= — σ2=\sigma_{2}= — σ3=\sigma_{3}= —
σx=\sigma_{x}= — σy=\sigma_{y}= — σz=\sigma_{z}= —
τxy=\tau_{xy}= — τyz=\tau_{yz}= — τzx=\tau_{zx}= —
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Axonometric Front Rear Top Bottom Left Right
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