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This edition covers the latest changes in UK and international practice, and the design methods described refer to British Standards 8007, 8110 and 8102 as well as US standards (including ACI codes). Reference is also made to the recent Australian standard AS 3735-1991.
This edition covers the latest changes in UK and international practice, and the design methods described refer to British Standards 8007, 8110 and 8102 as well as US standards (including ACI codes). Reference is also made to the recent Australian standard AS 3735-1991.
Presents a cohesive and comprehensive understanding of water-retaining structures' construction in order to build with speed and economy. Contains numerous worldwide examples, many of which are based on existing structures as well as extensive tables related to the analysis of rectangular, circular and conical formations in order to develop good working practice. Also features practical diagrams, computer programs, listings and a useful appendix which covers the analysis of ground-supported open circular concrete tanks.
First and second editions (1981 and 1992 respectively) written by R.D. Anchor.
This book is prepared according to the 2011 ACI Code for buildings and AASHTO LRFD Specifications for bridges. The units used throughout the presentation are the SI units according to the official system of units in Pakistan. As in Part-I of the same series of books, it is tried that the three main phases of structural design, namely load determination, design calculations and detailing together are introduced to the beginner. Besides reinforced concrete design, basics of formwork design, plain concrete properties and repair / rehabilitation of concrete structures are also presented. This book is useful with the 1st part of the same book. Suggestions for further improvement of the presentation will be highly appreciated and will be incorporated in the future editions.
This book provides a comprehensive description of the analysis and design process of some hydraulic concrete structures designed to retain and contain aqueous liquid. The first edition discussed six types of structures of different functions, namely: (a) An underground sedimentation tank for sewage treatment.(b) An underground digestion tank for sludge treatment.(c) An underground reservoir to store fresh potable water.(d) An immersed highway tunnel under the river bed.(e) An indoor swimming pool of rectangular shape for public recreation.(f) A gravity dam across a valley for converting the valley into a fresh water reservoir. This Second Edition incorporates another type of hydraulic structure, namely spillway. The spillway structure plays a vital role in regulating the designed reservoir water level to meet the fluctuating demand of water supply for the generation of hydroelectricity, irrigation and water supply purposes in controlling the height of reservoir water level downstream of the river. The spillway structure subjected to seismic hydrodynamic pressure in addition to the hydrostatic pressure, has been analysed and designed in full compliance with Eurocodes EC 2: Part 1–1 and Part 3 as water-retaining structure. The other six structures have been analysed and designed with reference to the relevant clauses of codes of practice prescribed in Eurocodes 2 and BS 8007 and BS 8110. The book is designed to serve as a useful practical guide and a valuable reference for senior undergraduate students of civil engineering and postgraduate students specializing in structural design, as well as practising and consulting engineers involved in the design and execution of hydraulic concrete structures.
A new edition of a successful engineering text that provides an interpretation of the more theoretical guidance given in the new suite of Eurocodes for the subject of retaining structures.
This practical design guide illustrates through worked examples how Eurocode 2 may be used in practice. Complete and detailed designs of six archetypal building and public utility structures are provided. The book caters to students and engineers with little or no practical experience of design, as well as to more experienced engineers who may be u