The Structural Engineer’s Reference: Using Elastic Theory Tables for Plates, Slabs, and Diaphragms
The definitive reference for performing such analyses using classical elastic theory is Richard Bareš's Tables for the Analysis of Plates, Slabs and Diaphragms Based on the Elastic Theory . Originally published in German as Berechnungstafeln für Platten und Wandscheiben , and based on an earlier Czechoslovakian work, this book became an indispensable tool for structural engineers worldwide for decades before the widespread adoption of finite element analysis (FEA) software. Even today, it remains an invaluable resource for preliminary design, validating computer models, and understanding the fundamental mechanics of plate behavior. Use the tables to select coefficients ( The
Use the tables to select coefficients (
The design of reinforced concrete and steel structures often necessitates the precise calculation of bending moments, shear forces, and deflections in planar elements. This paper reviews the methodology presented by Richard Bareš in his seminal work on elastic theory tables. By simplifying complex differential equations into practical tabular formats, Bareš provided a bridge between theoretical elasticity and applied structural engineering. 1. Introduction validating computer models
: Focuses on in-plane stress distribution (plane stress theory). Use the tables to select coefficients ( The
Tables for the Analysis of Plates, Slabs, and Diaphragms Based on the Elastic Theory: A Comprehensive Guide