xii Contents 7.56 Effect of a Rigid Connection with Column on Moments of the Flat Slab 257 8. Plates on Elastic Foundation ............. 259 8.57 Bending Symmetrical with Respect to a Center ........... 259 8.58 Application of Bessel Functions to the Problem of the Circular Plate ....... 265 8.59 Rectangular and Continuous Plates on Elastic Foundation ......... 269 8.60 Plate Carrying Rows of Equidistant Columns...... 276 8.61 Bending of Plates Resting on a Semi- infinite Elastic Solid 278 9. Plates of Various Shapes 282 9.62 Equations of Bending of Plates in Polar Coordinates....... 282 9.63 Circular Plates under a Linearly Varying L0ad… 285 9.64 Circular Plates under a Concentrated Load 290 9.65 Circular Plates Supported at Several Points along the Boundary 293 9.66 Plates in the Form of a Sector ................... 295 9.67 Circular Plates of Nonuniform Thickness .... 298 9.68 Annular Plates with Linearly Varying Thickness .......... 303 This page has been reformatted by Knovel to provide easier navigation.xii Contents This page has been reformatted by Knovel to provide easier navigation. 7.56 Effect of a Rigid Connection with Column on Moments of the Flat Slab ........................ 257 8. Plates on Elastic Foundation .......................... 259 8.57 Bending Symmetrical with Respect to a Center .......................................................... 259 8.58 Application of Bessel Functions to the Problem of the Circular Plate ....................... 265 8.59 Rectangular and Continuous Plates on Elastic Foundation ........................................ 269 8.60 Plate Carrying Rows of Equidistant Columns ....................................................... 276 8.61 Bending of Plates Resting on a Semi￾infinite Elastic Solid ...................................... 278 9. Plates of Various Shapes ................................ 282 9.62 Equations of Bending of Plates in Polar Coordinates .................................................. 282 9.63 Circular Plates under a Linearly Varying Load ............................................................. 285 9.64 Circular Plates under a Concentrated Load ............................................................. 290 9.65 Circular Plates Supported at Several Points along the Boundary ........................... 293 9.66 Plates in the Form of a Sector ...................... 295 9.67 Circular Plates of Nonuniform Thickness ..... 298 9.68 Annular Plates with Linearly Varying Thickness ..................................................... 303