1. Reference problem#

1.1. Geometry#

_images/10000000000001FB000000EB233EBD8EAC91FEDF.png
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: label: EQ-None

textrm {Bar length:} mathrm {3m} textrm {Articulated in} A textrm {Simply pressed} B textrm {Strengths in} B

1.2. Material properties#

Material for the line element:

Elasticity: \(E=2.1E+\mathrm{11 }\mathrm{Pa}\)

1.3. Loading conditions#

At point \(A\): blocking the degrees of freedom: \(\mathrm{dx},\mathrm{dy},\mathrm{dz},\mathrm{DRX}\)

At point \(B\): blocking the degrees of freedom: \(\mathrm{dx},\mathrm{dy},\mathrm{dz},\mathrm{DRX}\)

Loading at point \(B\): = \(({F}_{x},\mathrm{0,}0)\).