1. Reference problem#
1.1. Geometry#

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