Nosník uložený na obou koncích je zatížen soustředěnou silou uprostřed. Neglecting its self-weight and shear stiffness, determine the beam's maximum deflection, normal force, and moment at the mid-span, assuming the second- and third-order analysis.
A cantilever of rectangular cross‑section has a mass at the end. Kromě toho je zatížena normálovou silou. Calculate the natural frequency of the structure. Neglect the self‑weight of the cantilever and consider the influence of the axial force for the stiffness modification.
Jednoduše podepřená obdélníková deska je vystavena různým typům zatížení. Assuming only the small deformation theory and neglecting self-weight, determine the deflection at its centroid for each load type.
Velmi tuhé lano je zavěšeno mezi dvěma podporami. Determine the equilibrium shape of the cable (the catenary), consider the gravitational acceleration, and neglect the stiffness of the cable. Verify the position of the cable at the given test points.
Osově zatížený ocelový nosník se čtvercovým průřezem je na jednom konci kloubově uložený a na druhém pružně podepřený. Two cases with different spring stiffnesses are considered. The verification example solves the calculation of the load factors of the beam in the image using the linear stability analysis.
Zděná stěna je vystavena rovnoměrnému zatížení uprostřed své horní části. The Isotropic Masonry 2D material model is compared with the Isotropic Linear Elastic model, with surface stiffness property Without Tension in the nonlinear calculation.
Tyč se čtvercovým průřezem je na svém horním konci vetknutá. The rod is loaded by self-weight. For comparison, the example is also modeled with the concentrated force load, the value of which is equal to the gravity. The aim of this verification example is to show the difference between these types of loading, although the total loading force is equal.