Now, let P, Q, and R be three noncollinear points that are left fixed by an affine transformation T.
In this case the governing deflectional mode is symmetric and the critical load, denoted by qer, corresponds to the relative maximum (in absolute value) of Q for the load-displacement relation given by eqs.
A page is turned - eureka, a snatch of tune / is playing itself, the piss-proud syllables / are unveiling a difficult prosody.
a richly-shrubbed garden
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