Concrete is an integral part of twenty-first century structural engineering and an understanding of how to analyse and design concrete structures is a vital element in the subject.
With Eurocodes having replaced European national standards it’s important to get to know the new codes which, for most countries, are more complex than before.
Newly revised to Eurocode 2, this second edition retains the original’s emphasis on qualitative understanding of the overall behaviour of concrete
structures.
A unique feature of the new edition is a whole chapter on case studies. This provides a unique insight into the way a structure is put together and the alternative structural schemes that are considered in the early stages of design.
The concept has been used very successfully in a Problem Based Learning environment at University College Dublin.
Groups of students are assigned case study problems, and after a few days they present their solutions to expert judges who give feedback
on the practicalities of their chosen solutions.
This highlight of the undergraduate experience teaches the students communication as well as design skills.
This book provides civil and structural engineering students and graduates with complete coverage of the analysis and design of reinforced and prestressed concrete structures.
Great emphasis is placed on developing a qualitative understanding of the overall behaviour of structures and on bringing together all the strands in the design process – load paths, developing a structural scheme,
preliminary sizing, analysis and detailed design.
Eugene OBrien is Professor of Civil Engineering at University College Dublin.
Andrew Dixon is Director of Downes Associates Consulting Civil & Structural Engineers.
Emma Sheils is employed by Roughan & O’Donovan, a Civil and Structural Engineering Consultancy and is a former Postdoctoral Research Fellow of University College Dublin.
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Reinforcement detailing drawing with AutoCAD for ETABS 2016, 2017 & SAP2000 v20
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Reinforced and Prestressed Concrete Design to EC2: The Complete Process
Author(s):
Eugene Obrien, Andrew Dixon, Emma Sheils
Edition:
Second Edition
Publish Date:
Published January 13, 2012
ISBN:
9780415571951 - CAT# Y106943
Published By:
CRC Press
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Author(s)/Editor(s): G W E Milligan, G T Houlsby | Size: 2 MB | Format:PDF | Quality:Scanner | Publisher: Butterworth-Heinemann | Year: 1984 | pages: 144 | ISBN: 9781483103549
BASIC Soil Mechanics aims to help students to become proficient at BASIC programming by using it in an important engineering subject. The large number of short programs contained in this book should convince the reader of the ease and value of computing.
Many of the programs will be found to be of immediate use to practicing engineers, but the main aim of the book is to demonstrate programming techniques and encourage engineers to develop programs to suit their own problems.
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Matrix Methods of Structural Analysis presents how concepts and notations of matrix algebra can be applied to arriving at general systematic approach to structure analysis.
The book describes the use of matrix notation in structural analysis as being theoretically both compact and precise, but also, quite general. The text also presents, from the practical point of view, matrix notation as providing a systematic approach to the analysis of structures related to computer programming. Matrix algebraic methods are useful in repeated calculations where manual work becomes tedious. The Gaus-Seidel method and linear programming are two methods to use in solving simultaneous equations. The book then describes the notation for loads and displacements, on sign conventions, stiffness and flexibility matrices, and equilibrium and compatibility conditions. The text discusses the formulation of the equilibrium method using connection matrices and an alternative method. The book evaluates the compatibility method as programmed in a computer; and it discusses the analysis of a pin-jointed truss and of a rigid-jointed truss. The book presents some problems when using computers for analyzing structures, such as decision strategy, accuracy, and checks conducted on handling large matrices. The text also analyzes structures that behave in a non-linear manner.
The book is suitable for structural engineers, physicist, civil engineers, and students of architectural design.
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One of the primary objectives of this code is to define the allowable capacities used in sheet steel applications in which transfer of calculated load occurs. The foremost examples of such applications are steel decks, panels, storage racks, and stud and joist framing members. It is a concurrent objective of this code to impose \Vorkmanship, technique, and qualification requirements so as to effect consistently sound execution of \velding of joints in these categories.
Certain shielded 1netal arc, gas 1netal arc, gas tungsten, gas metal arc, and flux cored arc welding procedure specifications (WPSs) when used with certain types of joints, have been tested by users and have a history of satisfaction perfonnance. These WPSs are designated as prequalified, may be en1ployed \vithout further evidence, and include 1nost of those that are co1nn1only used. However, the purpose of defining prequalified WPSs is not to preclude the use of other WPSs as they are qualified.
When other processes, WPSs, or joints are proposed, they are subject to the applicable provisions of this code and shall be qualified by tests. The obligation is placed on the contractor to prepare WPSs and qualify them before production use.
All WPSs (prequalified and qualified) must include the classification of the filler metal, its size, and for each type ofv.1eld, its melting rate or other suitable means of current control indicative of the melting rate, as applicable. The requirements for the qualification of v.1elders and welding operators are also given. A Welder qualification test requires each welder to prove their ability to produce satisfactory welds using prequalified or qualified WPSs.
Although this code is essentially directed at those joints that are used to transfer loads, the quality of welds \vhere strength is not a govenling consideration should 1neet quality standards that will 1naintain the integrity of the supporting structure. The allov.1able capacity provisions of Clause 4 could be disregarded when the ,velds are not used in a loadcarrying capacity.
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ANSI_HI 2.4-2008 Rotodynamic Vertical Pumps Installation Operation Maintenance
ISBN 978-1-880952-87-0
ANSI_HI 3.1-3.5-2008 Rotary Pumps Nomenclature Definitions Application Operation
ISBN 978-1-880952-80-1
ANSI_HI 3.6-2010 Rotary Pumps Tests
ISBN 978-1-880952-81-8
ANSI_HI 4.1-4.6-2010 Sealless Magnetically driven Pumps
ISBN 978-1-935762-00-3
ANSI_HI 5.1-5.6-2010 Sealless Rotodynamic Pumps Nom Def Apps Oper Tests
ISBN 978-1-880952-92-4
ANSI_HI 6.1-6.5-2000 Reciprocating Power Pumps Nom Defs Apps Op
ISBN 1-880952-39-4
ANSI_HI 6.6-2000 Reciprocating Pumps Tests
ISBN 1-880952-40-8
ANSI_HI 7.1-7.5-2013 Controlled Volume Metering Pumps Nom Defs Apps Op
ISBN 978-1-935762-09-6
ANSI_HI 7.6-2012 Controlled Volume Metering Pumps Tests
ISBN 978-1-935762-08-9
ANSI_HI 8.1-8.5-2000 Direct Acting Steam Pumps Nom Defs Apps Op
ISBN 1-880952-42-4
ANSI_HI 9.1-9.5-2000 Pumps General Guidelines Types Defs Apps Meas Decont
ISBN 1-880952-43-2
ANSI_HI 9.6.1-2012 Rotodynamic Pumps Guideline NPSH Margin
ISBN 978-1-935762-10-2
ANSI_HI 9.6.2-2011 Rotodynamic Pumps Assmt Applied Nozzle Loads
ISBN 978-1-935762-06-5
ANSI_HI 9.6.3-2012 Rotodynamic Centrifugal and Vertical Pumps Allow Oper Region
ISBN 1-880952-91-2
ANSI_HI 9.6.4-2009 Rotodynamic Pumps Vibration Measurement Allow
ISBN 978-1-880952-82-5
ANSI_HI 9.6.5-2009 Rotodynamic Centrifugal and Vertical Pumps Condition Monitoring
ISBN 978-1-880952-89-4
ANSI_HI 9.6.6-2009 Rotodynamic Pumps - Pump Piping
ISBN 978-1-880952-60-3
ANSI_HI 9.6.7-2010 Rotodynamic Centrifugal and Vertical Pumps Effects Liquids Viscosity Pertormance
ISBN 978-1-935762-04-1
ANSI_HI 9.6.9-2013 Rotary Pumps Condition Monitoring
ISBN 978-1-935762-20-1
ANSI_HI 9.8-2012 Rotodynamic Pumps - Pump Intake Design
ISBN 978-1-880952-70-2
ANSI_HI 10.1-10.5-2010 Air Operated Pumps Nom Defs Apps Op
ISBN 978-0-9824330-1-0
ANSI_HI 10.6-2010 Air Operated Pumps Tests
ISBN 978-0-9824330-2-7
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Factory stairways, ladders and handrails Including access platforms and ramps
EEMUA PUBLICATION 105
Edition 8
ISBN 978 0 85931 200 4
This Publication gives recommendations and typical details for the design and general construction of factory stairways, ladders, access platforms, ramps and handrails. It is primarily intended for use by engineers and architects responsible for the preparation of detail drawings for the construction and installation of this ancillary equipment. Its scope covers the design, construction, maintenance and inspection of such equipment.
Recommendations for refrigerated liquefied gas storage tanks
EEMUA PUBLICATION 147
Edition 3
ISBN 978 0 85931 213 4
The purpose of this EEMUA Publication is to supply the outline information necessary for the categorisation, inspection and maintenance of single, double and full containment tanks for the bulk storage of refrigerated liquefi ed gases down to -165°C, and essentially at atmospheric pressure. Liquids covered by the scope of this document include Liquefi ed Petroleum Gas (LPG), ethylene, ethane, Liquefi ed Natural Gas (LNG) and similar hydrocarbons, together with ammonia.
GUIDANCE TO OWNERS ONDEMOLITION OF VERTICAL CYLINDRICAL STEEL STORAGE TANKS AND STORAGE SPHERES
EEMUA PUBLICATION No 154 : 2002
2nd. Edition
ISBN N/A
EEMUA 154 was first published in 1989. In line with the present EEMUA policy of assessing the currency of its publications every five years, the Storage Tanks Technical Committee, which is responsible for the document‘s upkeep, has undertaken a comprehensive review of the document, and prepared this revised, second edition. The new edition has been expanded to include guidance on the demolition of both damaged tanks and storage spheres. A number of photographs are also included, and the bibliography expanded.
Construction Specification for fixed offshore structures.
EEMUA PUBLICATION 158
Edition 3
ISBN 978 0 85931 202 8
This Specification was originally developed by the EEMUA Materials for Offshore Service (MOS) technical committee in 1991 and covered the construction of fixed offshore steel structures for installation primarily within the United Kingdom Continental Shelf. Though the original document was created for use in the North Sea, it has been applied successfully in other locations. Therefore changes in this 3rd Edition now reflect the global nature of the offshore oil and gas industry, with the Specification having a much broader applicability. Furthermore, wind turbine installations now constitute a significant proportion of new constructions offshore.
Above ground flat bottomed storage tanks Guide to inspection, maintenance and repair
EEMUA PUBLICATION 159
Edition 4
ISBN 978 0 85931 205 9
In addition to improving the logical sequence of the subject matter, this Edition contains appendices offering additional guidance on how to perform assessment calculations on tank components, illustrated by means of sample calculations, as well as on repair methods. It also includes various new Sections such as that on risk and reliability-based maintenance (herein termed Probabilistic Preventive Maintenance―PPM), a subject that is given comprehensive coverage.
A guide to the pressure testing of in-service pressurised equipment.
EEMUA PUBLICATION 168
Edition 2
ISBN 978 0 85931 181 6
The Guide gives practical advice on the testing and inspection which may be carried out once the service life of pressure equipment has begun, but excluding the initial installation and commissioning. It is applicable to all types of nontransportable industrial pressure equipment and systems, including pressure vessels and pipework.
SPECIFICATION FOR STRUCTURAL CASTINGS FOR USE OFFSHORE.
EEMUA PUBLICATION No 176 : 1998
ISBN O 85931 061 2
This Specification has been prepared by the EEMUA Materials for Offshore Service Technical Committee as a joint Supplier-Purchaser document for the procurement of carbon-manganese steel castings for use as structural members of offshore platforms for location in the North Sea. The Specification may also be used at the discretion of purchasers of castings for application in other geographic areas, but it would be necessary in such circumstances to take into account any alternative and/or supplementary requirements of local statutory regulations and authorities.
Frangible Roof Joints for Fixed Roof Storage Tanks:Guide for designers and users.
EEMUA PUBLICATION 180
Edition 2
ISBN 0 85931 161 9
This Publication has been developed by the EEMUA Storage Tanks Technical Committee to give guidance to designers and users of fixed roof vertical cylindrical storage tanks on methods of ensuring that, in the event of vapour over-pressure, tank failure occurs preferentially at the roof-to-shell joint. This Publication covers the essential features both for new structures and for the modification of existing structures and includes illustrated examples of good design practice and photographs of tank failures.
Prevention of tank bottom leakage A guide for the design and repair of foundations and bottoms of vertical, cylindrical, steel storage tanks
EEMUA PUBLICATION 183
Edition 2
ISBN 978 0 85931 183 0
The prevention of ground and ground water pollution from leaking storage tanks containing oil or chemical feedstocks or products is of primary importance, particularly in areas with a large number of storage facilities. Where such facilities are near to rivers and other waterways there is an additional risk of pollution being spread and affecting a wider natural environment. Also, leakage is a financial loss to the owner.
GUIDE FOR THE DESIGN, CONSTRUCTON AND USE OF MOUNDED HORIZONTAL CYLINDRICAL STEEL VESSELS FOR PRESSURISED STORAGE OF LPG AT AMBIENT TEMPERATURES.
EEMUA PUBLICATON No. 190 : 2000 (Ammdt2004)
ISBN 085931 071 X
The integrity of a pressure vessel depends on both its strength and the adequacy of the supporting foundation or structure. For vessels on earth foundations, with their inherent proneness to settlement, this aspect is of greater importance than for those more conventionally supported. For this reason, considerable coverage is given in this guide to soil investigation and foundation design.
SPECIFICATION FOR THE FABRICATION OF FOR OFFSHORE INSTALLATIONS NON-PRIMARY STRUCTURAL STEELWORK.
EEMUA PUBLICATION No 197 : 1999
ISBN O 85931 111 2
Developed by the EEMUA Materials for Offshore Service Technical Committee (now merged with the Materials and Fabrication Committee to form the Materials Technology Committee), this
Specification covers the construction of offshore steel structures for installation primarily within the United Kingdom Continental Shelf. It may also be applied to other geographic areas when so desired by the Purchaser, but account would need to be taken of alternative and/or additional requirements which may be specified by local statutory authorities.
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Rules of Thumb Guidelines for building services (5th Edition)
BSRIA BG 9/2011
As a construction project progresses from a client’s statement of need, through design and construction, and into operation and use, project teams seek increased certainty of criteria such as layout, fit, cost and performance. Rules of Thumb, such as those contained in this publication, can provide extremely useful guidance to inform the early stages of this process, such as briefing, feasibility studies and concept design. This may be in the assessment of space and weight requirements, the preparation of outline cost models, the configuration of nvironmental performance targets or the evaluation of heating, cooling and electrical loads, for example. Furthermore, Rules of Thumb can be employed throughout the project delivery process to sense-check precise calculations, quickly verify the work of junior construction professionals and rapidly perform what-if scenarios for different design options.
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