non-isostatic

the non-isostatic support system allowed for greater flexibility in the design.

non-isostatic conditions can significantly impact stress distribution within the structure.

we analyzed the non-isostatic behavior of the soil beneath the foundation.

the non-isostatic loading resulted in uneven settlement across the foundation.

finite element modeling helped us understand the non-isostatic stress concentrations.

designing for non-isostatic conditions requires careful consideration of material properties.

the non-isostatic pressure distribution was a key factor in the failure mechanism.

we used specialized software to simulate non-isostatic stress states.

the non-isostatic nature of the problem demanded a unique solution approach.

experimental data confirmed the predicted non-isostatic stress patterns.

the bridge deck experienced significant non-isostatic stresses due to thermal expansion.