The Capital Project Risk Management Process is intended to result in the effective management of project risks (threats and opportunities). The objective of the project risk management process is to help project sponsors and project teams to make informed decisions regarding project alternatives. The project manager, project sponsor, and project team members jointly develop a written plan that enables them to identify, assess, quantify, prepare a response to, monitor, and control capital project risks.
65 pages in pdf.
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The installed standalone Corus sections interactive 'blue book' is an electronic version of the SCI Blue Book. The latest release, Version 4, includes design information in accordance with BS EN 1993-1-1, using information given in the new SCI publication ‘Steel Building Design: Design Data, In accordance with Eurocodes and the UK National Annexes’.
The Interactive ‘Blue Book’ includes the following features -
Design tables and notes to BS EN 1993-1-1, with the ability to switch between these and the equivalent view for BS 5950-1:2000 (new in Version 4).
Location of Section properties, effective section properties, section tolerance and section load carrying performance information through a simple tree structure for each section range.
Designers can switch steel grades between those available for the section range (e.g. Advance® 275 and Advance® 355 for the Advance® section range).
Once a table for a particular section type and size has been located the designer can rapidly look at other performance tables for that section by using the ‘Related Tables’ option.
The designer can look at the technical notes associated with the tables viewed.
There are a wide range of customisation options from selection of tables and behaviours through to working environment settings. The Interactive Blue Book will ‘remember’ these personalised settings and the position of the user within the Blue Book between sessions.
A new ‘Row Marker’ feature has been added in Version 4; pressing ‘CTRL+M’ on the keyboard displays a horizontal bar when viewing design tables and the marker may be dragged up or down to allow easier reading across a row.
There is an in-built automatic update service for users connected to the Internet.
Designers can print the current section table data for design files in 'printer-friendly' format.
Designers can select, cut and paste design information into other applications.
The Interactive Blue Book software and content are carefully quality assured.
All design information given in the Interactive Blue Book is in accordance with the appropriate parts of BS 5950-1:2000 and BS EN 1993-1-1.
All design data is generated from the root software functions used to populate SCI P202: Steelwork Design Guide to BS 5950-1: 2000. Volume 1 - Section Properties - Member Capacities. 7th Edition and SCI P363: Steel Building Design: Design Data, In accordance with Eurocodes and the UK National Annexes.
The SCI carries an audit trail describing the methods used to arrive at information within the product and the testing undertaken on contributing software functions, together with testing of the out-turn figures.
The SCI provides a free update service for the software to ensure that the design data represented in the product is up-to-date (see Notes below).
Revision History
Click here for details.
How to download the Interactive Blue Book
1) Download Version 4 by clicking the Download button at the base of this page.
2) Install Version 4
Please Note: Users of the software are advised to register the software using the simple e-mail based registration process. If users are not connected to the internet it is possible to submit a registration request by email or by fax. If the software is unable to access the Internet the software is unable to check itself for currency. In these circumstances users are advised that the SCI/Corus are unable to provide ongoing quality assurance on the product provided.
About Advance® Sections
The Advance® name covers the full range of hot rolled sections manufactured by Corus for the UK market, (channels, angles, tees and bearing piles as well as beams and columns). Increasingly a least weight structural design approach does not necessarily mean least cost in whole building terms.
Often structural depth has a major impact on overall cost due to the high cost of the building envelope. Where services are to be integrated with the structure a beam sized specifically for the passage of those services is often appropriate. The Advance® range gives designers the flexibility to achieve the most effective structural solution from our hot rolled sections.
Celsius® 355 hot finished structural hollow sections are supplied in a standard grade of S355 J2H in accordance with the European Standard for hot finished structural hollow sections EN 10210: 2006 plus an improved corner profile of 2T maximum radius. Celsius S355J2H is suitable for all internal and external applications to BS5950-1:2000, BS5400, EN 1993, and all equivalent national and international steel design standards. The range includes circular, square, rectangular and the new elliptical hollow sections.
Hybox® 355 cold formed structural hollow sections are supplied in a standard grade of S355 J2H in accordance with the European Standard for cold formed structural hollow sections, EN10219: 2006. These sections fully comply with the structural design requirements of BS5950-1 and the European product standard EN10219 S355J2H. The range includes circular, square, and rectangular hollow sections.
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Building Design + Construction November 2009
English | 143 Pages | 138MB | PDF
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Structural Dynamics and Probabilistic Analysis for Engineers
Giora Maymon “Structural Dynamics and Probabilistic Analysis for Engineers"
Butterworth-Heinemann | 2008-03-28 | ISBN: 0750687657 | 488 pages | PDF | 18,5 MB
Probabilistic structural dynamics offers unparalleled tools for analyzing uncertainties in structural design. Once avoided because it is mathematically rigorous, this technique has recently remerged with the aide of computer software. Written by an author/educator with 40 years of experience in structural design, this user friendly manual integrates theories, formulas and mathematical models to produce a guide that will allow professionals to quickly grasp concepts and start solving problems. In this book, the author uses simple examples that provide templates for creating of more robust case studies later in the book.
*Problems are presented in an easy to understand form
*Practical guide to software programs to solve design problems
*Packed with examples and case studies of actual projects
*Classical and the new stochastic factors of safety
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Rao V. Dukkipati “Solving Vibration Analysis Problems using MATLAB"
New Age International (P) Ltd. | 2007 | ISBN: 9788122424270 | 234 pages | PDF | 3,1 MB
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A Primer of GIS: Fundamental Geographic and Cartographic Concepts
The Guilford Press “A Primer of GIS: Fundamental Geographic and Cartographic Concepts"
The Guilford Press | 2008-02-13 | ISBN: 1593855664 | 310 pages | PDF | 5,3 MB
This pragmatic book introduces key concepts and skills to prepare students to understand and use geographic information systems (GIS). The text thoroughly explains what geographic information is, how it is represented and analyzed, and what it communicates about human and environmental activities and events that take place on our planet. Basic principles of map making and map reading are integrated with discussions of relevant information technologies and applications. Written in an accessible style, the text is organized into four parts that can be used in any sequence in entry-level and more specialized GIS courses. User-friendly features include practical examples and exercises, engaging vignettes, and helpful Internet resources.
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Alan J. Laub “Matrix Analysis for Scientists and Engineers"
SIAM: Society for Industrial and Applied Mathematics | 2004-12-01 | ISBN: 0898715768 | 170 pages | PDF | 4,9 MB
Matrix Analysis for Scientists and Engineers provides a blend of undergraduate- and graduate-level topics in matrix theory and linear algebra that relieves instructors of the burden of reviewing such material in subsequent courses that depend heavily on the language of matrices. Consequently, the text provides an often-needed bridge between undergraduate-level matrix theory and linear algebra and the level of matrix analysis required for graduate-level study and research. The text is sufficiently compact that the material can be taught comfortably in a one-quarter or one-semester course. Throughout the book, the author emphasizes the concept of matrix factorization to provide a foundation for a later course in numerical linear algebra. The author addresses connections to differential and difference equations as well as to linear system theory and encourages instructors to augment these examples with other applications of their own choosing.
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David Muir Wood. Geotechnical Modelling (Applied Geotechnics)
Taylor & Francis | 2004-09 | ISBN: 0419237305 | 496 pages | PDF | 5.5 Mb | rar
The book gives you the basic knowledge of modeling in geotechnical engineering.
This book begins by presenting some of the models which form a part of the typical undergraduate geotechnical curriculum. There is then a description of some of the aspects of soil behavior which contribute to the challenge of geotechnical modelling.
The book is derived from courses given to students (postgraduate and final year undergraduate students). A familiarity with basic soil mechanics and with traditional methods of geotechnical design is assumed. The book will also be useful to practising engineers who find themselves involved in the specification of numerical or physical geotechnical modelling.
Modelling forms an implicit part of all engineering design but many engineers are not aware either of the fact that they are making assumptions as part of the modelling or of the nature and consequences of those assumptions.
Many engineers make use of numerical modelling but may not have stopped to think about the approximations and assumptions that are implicit in that modelling still less about the nature of the constitutive models that may have been invoked. They are probably not aware of the possibilities and implications of physical modelling either at single gravity or on a centrifuge at multiple gravities.
The book gives you the basic knowledge of modeling in geotechnical engineering.
Recommended for teachers and professors and students of postgraduate study.
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Plastic Limit Analysis of Plates, Shells and Disks
Plastic Limit Analysis of Plates, Shells and Disks
C.E. Massonnet, G. de Saxcé,
North Holland | ISBN: 0444894799 | 1997 | PDF | 602 pages | 14.48 MB
This revised and updated edition of a book first published in 1972 has kept the general features of the first edition but as could be expected after two decades there are also substantial differences. For instance optimal design has been completely deleted as the developments in this field have been so great that it warrants a book in itself. The fundamental concepts based on Drucker's postulate rather than those of Prager's assumptions function have been introduced. Problems of cyclic loading have been given some more extensive treatment, both in the general theory and in applications. General indications and references have been added for reinforced concrete plates and shells. A general presentation of the yield condition for both plates and shells has been included and the section on the influence of axial force in plates has been almost re-written. Finally, a chapter has been added exclusively devoted to the numerical approach to limit load and shake-down load evaluation
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The California Building Code is based on the 1997 Uniform Building Code. It is divided into two volumes, with the first volume covering adminstrative provisions, fire and life safety requirements and provisions for field inspections. Volume 2 of the California Building Code covers structural design and engineering provisions, such as seismic design requirements. We have a wide variety of products to support the Uniform Codes, such as handbooks, workbooks, a seismic map book, ASCE and ACI standards, and more. Volume Three of the 1997 Uniform Building Code contains the ASTM Standards referenced in the 1997 Uniform Building Code.
Title 24, Part 2, California Building Code, Volume 2, contains provisions for structural engineering design. It comes fully integrated with the 1997 Uniform Building Code, Volume 2, in a custom 8" x 11" binder and includes a subscription service to provide all updates, errata and supplements from the State of California.
About the California Code of Regulations, Title 24 (from the California Building Standards Commission)
The California Code of Regulations (CCR), Title 24, also known as the California Building Standards Code, is a compilation of three types of building standards from three different origins:
Building standards that have been adopted by state agencies without change from building standards contained in national model codes.
Building standards that have been adopted and adapted from the national model code standards to meet California conditions.
Building standards, authorized by the California legislature, that constitute extensive additions not covered by the model codes that have been adopted to address particular California concerns.
Notwithstanding, the national model code standards adopted into Title 24 apply to all occupancies in California except for modifications adopted by state agencies and local governing bodies.
Starting in 1989, the BSC has published triennial editions of Title 24 in their entirety every three years.
The 2001 triennial edition of the California Code of Regulations, Title 24 (California Building Standards Code) applies to all occupancies that applied for a building permit on or after November 1, 2002, and remains in effect until the effective date of the 2004 triennial edition.
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