Solver
 Solver back-end Fino v0.5.80-gb947718
 Preconditioner Default (GAMG) Geometric Algebraic Multi Grid Complete LU Krylov method Default (GMRES) Generalized Minimal Residual Conjugate Gradient Preconditioned Conjugate Residuals Conjugate Gradient Squared Minimum Residual DOF ordering Default (node-based) Node-based Unknown-based Gradient evaluation Default (row-summed mass matrix for tet4 and Gauss-average for tet10) Average of the Gauss points closest to the node Average of the nodal values at every node Row-summed mass matrix weighted integral of shape functions Lobatto-diagonalized mass matrix weighted integral of shape functions Diagonal-scaled mass matrix weighted integral of shape functions Consistent (non-diagonalized) mass matrix weighted integral of shape functions

## Material elastic properties

 The parts are made of the same material. Young modulus E=$E=$$E=$ 2.97e+7 psi Poisson ratio ν=$\nu =$$\nu=$ 0.28 Density ρ=$\rho =$$\rho=$ 0.284 lb/in3 Yield stress σyield=${\sigma }_{\text{yield}}=$$\sigma_\text{yield}=$ 5.8e+4 psi

## Volumetric forces

 Type None

## 1

 Total force acting on set of surfaces Total force in x Fx=${F}_{x}=$$F_x =$ 500 lbf Total force in y Fy=${F}_{y}=$$F_y =$ 600 lbf Total force in z Fz=${F}_{z}=$$F_z =$ 9.8e+3 lbf

## BC #2

 Type Prescribed displacement Displ. in x u=$u=$$u =$ 0.2 in Displ. in y v=$v=$$v =$ 0 Displ. in z w=$w=$$w =$ 0

## Spatial discretization

 Meshing back-end Gmsh 3.0.5 Mesh order 1 Mesh characteristic length ℓc${\ell }_{c}$$\ell_c$ 2.13 in Nodes 1.4 k Tetrahedra 4.1 k Triangles 2.8 k