While powerful, engineers must recognize the boundaries of elastic table applications:
The author, Richard Bareš, was a leading scientific researcher at the Institute of Theoretical and Applied Mechanics of the Czechoslovak Academy of Sciences. He compiled this extensive work to provide practicing engineers with direct access to the results of complex mathematical solutions. While powerful, engineers must recognize the boundaries of
Engineers can apply this book to a wide array of common design scenarios, such as calculating the deflection of a flat slab in a parking garage under a line of vehicle loads, analyzing a concrete shear wall in a high-rise building, and designing a stiffened steel floor plate in an industrial facility. Given: ( a = 5m, b = 6m, h = 0
Given: ( a = 5m, b = 6m, h = 0.2m, E = 30 GPa, \nu = 0.2, p = 10 kPa ) Given: ( a = 5m
(often referred to as Kirchhoff-Love theory). Analyzing plates and slabs involves solving fourth-order partial differential equations (the Lagrange equation), which is notoriously difficult for everyday engineering practice. Bares’ work provides a comprehensive set of pre-calculated coefficients
D=Eh312(1−ν2)cap D equals the fraction with numerator cap E h cubed and denominator 12 open paren 1 minus nu squared close paren end-fraction = Modulus of elasticity = Thickness of the plate = Poisson's ratio