## Bending of plates of arbitrary shapes and with mixed boundary conditions |

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### Contents

Principle of Least Square | 7 |

Vibration of Plates of Uniform Thickness | 29 |

Bending of Plates of Variable Thickness | 46 |

2 other sections not shown

### Common terms and phrases

AC(m accuracy AM(m analytical solutions arbitrary shape AS(m AV(m axis of symmetry BC(m BENDING OF PLATES BM(m boundary value problems BS(m BV(m clamped circular plate Clamped Partially Simply coefficients Computed concentrated load curve determinant obtained differential equation elastic supports energy method equation 4.3 FDS FDS=FS2 GO FDS=FS1 KK FDS=FS1+FS2 KK finite difference free body diagram free of support free vibration Fundamental Frequencies gives the numerical Journal of Applied KK=0 GO least square method linear algebraic equations mixed boundary conditions Natural Frequencies nodal lines Partially Clamped Partially Partially Simply Supported PC(i Pickett plate of variable plate problems PLATES OF ARBITRARY PLATES OF UNIFORM Plates Under Uniform Poisson's ratio polar coordinates PyINT results obtained Ritz Method segments simply connected plate solution of equation Supported Circular Plate Table thin plate trial function uniform load uniform thickness University of Wisconsin V_IV variable thickness vibration of plates