ABSTRACT

Although the beginning of man's ability to predict the behaviour of slabs dates from the Napoleonic era, analysis and design of reinforced concrete slabs are still active areas of research. Reinforced concrete slabs were first built on a regular basis at the start of the twentieth century, while prestressing has become popular during the last twenty years. Despite the enormous experience gained in this time, there is still no general agreement on the best design procedures. In this text the basic equations governing slab behaviour are clearly explained. Methods of solution in use before the advent of computers are briefly described and illustrated. Numerical procedures capable of solving slabs of almost any geometry are then described in detail, and computer programs are provided for use. To enable these methods to be used for approximate analyses of common forms of pseudo-slab construction, recommendations on the necessary structural idealisations are provided.

chapter 1|29 pages

Introduction

chapter 2|66 pages

Linear Analytical Methods

chapter 3|125 pages

Numerical Solutions

chapter 4|26 pages

Dynamic Effects

chapter 5|62 pages

Plastic Analytical Methods

chapter 6|40 pages

Design at Serviceability Limit State

chapter 7|40 pages

Design at Ultimate Limit State

chapter 8|46 pages

Simplified Methods of Analysis and Design

chapter 9|51 pages

Prestressed Slabs