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Worked Examples for the Design of Concrete Structures to Eurocode 2
Contents of Worked Examples for Design of Concrete Structures
Chapter 1 Eurocodes and Design Actions
- Materials Properties
- Containment Structures
- Geotechnical Design
Chapter 2 Design of Members
- Rules and Necessities
- Hearth Resistance
- Bending and Axial Pressure
- Concerns Affecting Design Particulars
Chapter 3 Instance 1: Multi-Storey Constructing
Chapter 4 Instance 2: Foundations to Multi-Storey Constructing
Chapter 5 Instance 3: Free-Standing Cantilever Earth-Retaining Wall
Chapter 6 Instance 4: Underground Service Reservoir
Chapter 7 Instance 5: Open-High Rectangular Tank
Chapter 8 Instance 6: Open-High Cylindrical Tank
Preface to Worked Examples for Design of Concrete Structures
The aim of this e book is to exhibit how to apply the suggestions of Eurocode 2, and different associated requirements, for a quantity of strengthened concrete constructions.
The examples have been chosen to embrace completely different structural parts and design procedures. The calculations cowl the evaluation of the construction and the design of the members.
Every step of the calculations, that are offered in a type appropriate for design workplace functions, is defined. References to particular clauses in the codes and requirements that have an effect on the design are included at every stage.
For every structural factor, an entire reinforcement element is supplied along with a commentary explaining the bar association.
Chapter 1 is an introduction to the structural Eurocodes and explains how partial security components and motion mixture components are integrated in the design.
The importance of the motion mixture to be used, when contemplating the cracking limitations for watertightness in tanks, can be examined.
Chapter 2 summarises the design of members with regard to sturdiness, fireplace resistance, axial drive, bending, shear, torsion, deflection, cracking and different concerns that have an effect on the design particulars.
It refers notably to the design data given in Appendix A and in Reynolds’s Bolstered Concrete Designer’s Handbook.
The primary two examples take care of the design of a multistorey framed constructing. For every instance, three different kinds of building are thought of.
In Instance 1, which covers the design of the superstructure, the ground takes different kinds of beam and slab, flat slab and integral beam and ribbed slab, respectively.
In Instance 2, which offers with the design of the substructure together with the basement, the foundations take different kinds of a steady raft, remoted pad bases and pile foundations, respectively.
Instance 3 is for a freestanding cantilever earth-retaining wall with two designs, for bases bearing on non-cohesive and cohesive soils, respectively.
The final three examples are for liquid-retaining constructions by which the safety in opposition to leakage relies upon totally on the integrity of the construction.
Instance 4 is for an underground service reservoir by which the wall and ground are fashioned of parts separated by motion joints.
Instance 5 is for a steady rectangular tank bearing on an elastic soil with the interplay of the partitions and the ground taken into consideration in the evaluation.
Instance 6 is for a steady cylindrical tank bearing on an elastic soil with each hydraulic and thermal actions thought of in the design.
An necessary characteristic of this e book is the assortment of full-page tables and charts contained in three appendices.
Appendix A has 9 tables of basic data relating to the design of members. Appendix B has 11 tables coping with the evaluation of beams on elastic foundations.
Appendix C has 14 tables for the evaluation of rectangular and cylindrical tanks. The examples on this e book inevitably replicate the information and expertise of the writer.
Writing the e book has additionally given me the alternative to examine issues that I had discovered troublesome to clear up throughout my profession.
This is applicable notably to the evaluation of advanced constructions on elastic foundations for which textual content e book options should not available.
I hope that the data supplied in Appendices B and C and the analyses which can be included in the examples will probably be useful to present-day design engineers confronted with comparable issues.
I owe a substantial debt of gratitude to many individuals from whose mind and experience I’ve benefited over the years.
Lastly, my honest thanks go to my pricey spouse, Joan, for her fixed help and encouragement all through the writing of this e book.
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