out-of-plane

the out-of-plane shear force was a critical design consideration.

we observed significant out-of-plane bending in the beam.

the out-of-plane displacement exceeded the allowable limit.

the out-of-plane buckling instability was a major concern.

the out-of-plane stress distribution was analyzed using fea.

the out-of-plane stiffness was improved with reinforcement.

the out-of-plane load was applied perpendicular to the surface.

we measured the out-of-plane deformation under compression.

the out-of-plane component of the force was calculated.

the structure exhibited excessive out-of-plane movement.

the out-of-plane stability of the column was tested.