http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
"The Strip Method Design Handbook is a thorough guide to the use of the strip method, developed by Arne Hillerborg, for design of reinforced concrete slabs. The strip method of design is relevant to many types of slabs including rectangular slabs with all sides supported and regular flat slabs with cantilevering parts. The author discusses unevenly distributed loads, concentrated loads and the influence of openings as well as joist floors and prestressed slabs. This book provides a practical guide for the designer demonstrating how to use the strip method in a wide range of design situations specific to a slab type. The method is illustrated throughout with numerical examples and the analysis is rationalised with approximations and formulas for the calculation of design moments."--Provided by publisher.
Cover; Half Title; Title Page; Copyright Page; Contents; Notation; Conversion factors; Preface; Chapter 1: Introduction; 1.1 Scope; 1.2 The strip method; 1.3 Strip method versus yield line theory; 1.4 Strip method versus theory of elasticity; 1.5 Serviceability; 1.5.1 Cracking; 1.5.2 Deformations; 1.6 Live loads; 1.7 Minimum reinforcement; Chapter 2: Fundamentals of the strip method; 2.1 General; 2.2 The rational application of the simple strip method; 2.3 Average moments in one-way elements; 2.3.1 General; 2.3.2 Uniform loads
2.3.3 Loads with a linear variation in the reinforcement direction2.3.4 Loads with a linear variation at right angles to the reinforcement direction; 2.3.5 Elements with a shear force along an edge; 2.3.6 Elements with a skew angle between span reinforcement and support; 2.4 Design moments in one-way elements; 2.4.1 General considerations; 2.4.2 Lateral distribution of design moments; 2.5 Design moments in corner-supported elements; 2.5.1 Corner-supported elements; 2.5.2 Rectangular elements with uniform loads; 2.5.3 Non-rectangular elements with uniform loads and orthogonal reinforcement
2.5.4 Elements with non-orthogonal reinforcement2.5.5 Elements with non-uniform loads; 2.6 Concentrated loads; 2.6.1 One-way elements; 2.6.2 Corner-supported elements; 2 .7 Strips; 2.7.1 Combining elements to form strips; 2.7.2 Continuous strips with uniform loads; 2.8 Support bands; 2.8.1 General; 2.8.2 Comparison with corner-supported elements; 2.8.3 Application rules; 2.9 Ratios between moments; 2.9.1 Ratio between support and span moments in the same direction; 2.9.2 Moments in different directions; 2.10 Length and anchorage of reinforcing bars; 2.10.1 One-way elements
2.10.2 Corner-supported elements2.10.3 Anchorage at free edges; 2.11 Support reactions; Chapter 3: Rectangular slabs with all sides supported; 3.1 Uniform loads; 3.1.1 Simply supported slabs; 3.1.2 Fixed and simple supports; 3.2 Triangular loads; 3.3 Concentrated loads; 3.3.1 General; 3.3.2 A concentrated load alone; 3.3.3 Distributed and concentrated loads together; Chapter 4: Rectangular slabs with one free edge; 4.1 Introduction; 4.1.1 General principles; 4.1.2 Torsional moments. Corner reinforcement; 4.2 Uniform loads; 4.3 Triangular loads; 4.4 Concentrated loads
4.4.1 Loads close to the free edge4.4.2 Loads not close to the free edge; Chapter 5: Rectangular slabs with two free edges; 5.1 Two opposite free edges; 5.2 Two adjacent free edges; 5.2.1 General; 5.2.2 Simply supported edges, uniform loads; 5.2.3 One fixed edge, uniform loads; 5.2.4 Two fixed edges, uniform loads; 5.2.5 Non-uniform loads; Chapter 6: Triangular slabs; 6.1 General; 6.1.1 Reinforcement directions; 6.1.2 Calculation of average moments in whole elements; 6.1.3 Distribution of reinforcement; 6.2 Uniform loads; 6.2.1 All sides simply supported; 6.2.2 One free edge