Civil Engineering Reference Manual for the PE Exam, 7th edition
Civil Engineering Reference Manual
for the PE Exam, 7th edition
Michael R. Lindeburg, PE
Available. Hardcover, 1,472 pages, Code CERM7
The new, completely updated Civil Engineering Reference Manual is the most comprehensive review you'll find for the Civil PE exam. It's designed to provide everything engineers need to prepare for the exam efficiently and successfully.
Comprehensive Content
You'll be surprised at the content coverage in this new edition. The eight major exam topics are subdivided into 88 concise chapters, covering the field with breadth and depth. Whatever you need to review, you'll find it here. Here's the Table of Contents.
Many Practice Problems
Nearly 500 example problems demonstrate solution methods, and another 440 practice problems give you to practice your solving skills on a huge range of topics. Many practice problems are designated to be solved in one hour, which means they are typical of the level of difficulty that you'll find on the exam. Problems are presented in both US customary and SI units. Solutions are provided in the Practice Problems companion book, sold separately.
Study Plans and Tips
In an introuduction called "Everything You Want to Know about the Civil PE Exam," Lindeburg describes the format, content, and grading of the PE exam in detail and suggests study plans. There's a checklist of things to take to the exam, including suggested references. Tips collected from thousands of previous test-takers are also incorporated.
Tables and Charts Included
Hundreds of tables, charts, and figures make this an all-in-one resource for the exam. Engineers won't have to juggle a dozen different books to find the steel, concrete, traffic, and other data they need. Everything is right here in one manual. Take a look at what's included.
Two Extensive Indexes
Two huge indexes--one for subjects, one for data--guarantee that engineers using this manual will find what they're looking for quickly and easily.
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Practice Problems for the Civil Engineering PE Exam:
A Companion to the Civil Engineering Reference Manual, 7th edition
Practice Problems for the Civil Engineering PE Exam: A Companion to the Civil Engineering Reference Manual, 7th edition
Michael R. Lindeburg, PE
592 pages, paperback, Code CEPP
Here are problem statements and step-by-step solutions for all 440 practice problems in the Reference Manual, solved in both US customary and SI units.
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Landslides - Disaster Risk Reduction Kyoji Sassa, Paolo Canuti
Landslides - Disaster Risk Reduction
Kyoji Sassa, Paolo Canuti
Springer 2008-12-08
ISBN: 354069966X
650 pages PDF 41,8 MB
The material consists of four parts: The Open Forum "Progress of IPL Activities; Four Thematic Lectures in the Plenary Symposium "Global Landslide Risk Reduction"; Six Keynote Lectures in the Plenary session; and the aims and overviews of eighteen parallel sessions (dealing with various aspects necessary for landslide disaster risk reduction such as: observations from space; climate change and slope instability; landslides threatening heritage sites; the economic and social impact of landslides; monitoring, prediction and early warning; and risk-management strategies in urban area, etc.)
Thus it enables the reader to benefit from a wide range of research intended to reduce risk due to landslide disasters as presented in the first global multi-disciplinary meeting.
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Earthquake Spectra November 2009, Volume 25, issue 4, pp 733-966
MANUCRIPTS
Seismic hazard Epistemic Uncertainty in the San Francisco Bay Area and Its Role in Performance Based Assessment
Brendon A. Bradley
Estimation of Lifeline Resilience Factors Based on Surveys of Japanese Industries
Yoshio Kajitani, Hirokazu Tatano
Geoengineering and Seismological Aspects of the Niigita-Ken Chuetsu-Oki Earthquake of 16 July 2007
Robert Kayen et al
Response Modification Factors for RC Case-Study Buildings with Structural Walls
Taewan Kim et al
Modal Parameters for the Analysis of Inelastic Asymmetric-Plan Structures
Jui-Liang Lin et al
Systematic Seismic Design for manageable Loss in Wood-Framed Buildings
Shiling Pei et al
Updated Seismic Design Guidelines for Model Building Code of Mexico
Arturo Tena-Colunga et al
Nonlinear Seismic Torsional Pounding between an Asymmetric Tower and a barrier
X.X. Wei et al
EARTHQUAKE ENGINEERING IN PRACTICE
ASCE-41 and FEMA-351 Evaluation of E-Defence Collapse test
Bruce F. Maison et al
IN MEMORIAM
Thomas Paulay 1923-2009
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Technical Report 3 Alcali Silica Reaction by Cement&Concrete Association of New Zealand (Second Edition)
Technical Report 3 Alcali Silica Reaction. Minimising the Risk of Damage to Concrete Guidance Notes and Recommended Practice (Second Edition)
By: Cement & Concrete Association of New Zealand
ISSN: 1171-4204
ISBN: 0908956185
Pages: 90
Contents:
1. Introduction
2. Recommended Practice for Minimising the Risk of ASR
3. ASR in New Zealand
4. Alkali-Aggregate Reactions
5. Principles of Minimising the Risk of ASR
6. Assessment of Aggregates
7. Estimation of Alkali Contributed by Concrete Constitutents
Apendix A: Glossary
Apendix B: Chemistry of the Alkali Silica Reaction
Apendix C: Sample Calculations
Apendix D: Results of Testing Aggregates Using ASTM C289
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Posted by: ir_71 - 10-23-2010, 02:27 PM - Forum: EN
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EN 10083:2006 Standard Series Steels for quenching and tempering
EN 10083-1:2006 Steels for quenching and tempering - Part 1: General technical delivery conditions
This part of EN 10083 specifies the general technical delivery requirements for
semi-finished products, hot formed, e.g. blooms, billets, slabs (see NOTES 2 and 3),
bars (see NOTE 2),
rod,
wide flats,
hot-rolled strip and sheet/plate,
forgings (see NOTE 2)
manufactured from the direct hardening non alloy steels for quenching and tempering (see EN 10083-2), the direct hardening alloy steels for quenching and tempering (see EN 10083-3), the non alloy flame and induction hardening steels (see EN 10083-2) and the alloy flame and induction hardening steels (see EN 10083-3), and supplied in one of the heat treatment conditions given for the different types of products in the relevant tables of EN 10083-2 and EN 10083-3 and in one of the surface conditions given in the relevant tables of EN 10083-2 and EN 10083-3.
The steels are generally intended for the manufacture of quenched and tempered, flame or induction hardened machine parts, but can also be used in the normalized condition (see EN 10083-2).
Where applicable, the requirements for mechanical properties given in EN 10083-2 and EN 10083-3 are restricted to the relevant tables in these documents.
NOTE 1 European Standards on similar grades are listed in Annex C.
NOTE 2 Hammer forged semi-finished products (blooms, billets, slabs etc.), seamless rolled rings and hammer forged bars are in the following covered under semi-finished products or bars and not under the term "forgings".
NOTE 3 Special agreements should be made when ordering un-worked continuously cast semi-finished products.
NOTE 4 In accordance with EN 10020, the steels covered by EN 10083-2:2006 are quality and special steels, the steels covered by EN 10083-3:2006 are special steels. The differences between quality and special steels are characterized by the following requirements, which are valid for special steels only:
the minimum impact values in the quenched and tempered condition (for non alloy special steels in the case of...
EN 10083-2:2006 Steels for quenching and tempering - Part 2: Technical delivery conditions for non alloy steels
This part of EN 10083, in addition to Part 1, specifies the technical delivery requirements for:
semi-finished products, hot formed, e.g. blooms, billets, slabs (see NOTES 2 and 3 in EN 10083-1:2006, Clause 1),
bars (see NOTE 2 in EN 10083-1:2006, Clause 1),
rod,
wide flats,
hot-rolled strip and sheet/plate,
forgings (see NOTE 2 in EN 10083-1:2006, Clause 1),
manufactured from the direct hardening non alloy steels for quenching and tempering and the non alloy flame and induction hardening steels and supplied in one of the heat treatment conditions given for the different types of products in Table 1, lines 2 to 7, and in one of the surface conditions given in Table 2.
The steels are generally intended for the manufacture of quenched and tempered, flame or induction hardened machine parts, but can also be used in the normalized condition.
The requirements for mechanical properties given in this document are restricted to the sizes given in Table 9 and Table 10.
NOTE This document does not apply for bright steel products. For bright steel products EN 10277-1 and EN 10277-5 apply.
In special cases, variations in these technical delivery requirements or additions to them may be agreed at the time of enquiry and order (see Annex A).
EN 10083-3:2006 Steels for quenching and tempering - Part 3: Technical delivery conditions for alloy steels
This part of EN 10083, in addition to Part 1, specifies the technical delivery requirements for:
semi-finished products, hot formed, e.g. blooms, billets, slabs (see NOTES 2 and 3 in EN 10083-1:2006, Clause 1),
bars (see NOTE 2 in EN 10083-1:2006, Clause 1),
rod,
wide flats,
hot-rolled strip and sheet/plate,
forgings (see NOTE 2 in EN 10083-1:2006, Clause 1),
manufactured from the direct hardening alloy steels for quenching and tempering and the alloy flame and induction hardening steels and supplied in one of the heat treatment conditions given for the different types of products in Table 1, lines 2 to 6, and in one of the surface conditions given in Table 2.
The steels are generally intended for the fabrication of quenched and tempered or induction hardened machine parts.
The requirements for mechanical properties given in this document are restricted to the sizes given in Table 8.
NOTE This document does not apply for bright steel products. For bright steel products EN 10277-1 and EN 10277-5 apply.
In special cases, variations in these technical delivery requirements or additions to them may be agreed at the time of enquiry and order (see Annex A).
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Posted by: ir_71 - 10-23-2010, 02:18 PM - Forum: EN
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EN 10084 Case hardening steels - Technical delivery conditions
1.1 This European Standard gives the technical delivery requirements for:
- semi-finished products, hot formed, for example blooms, billets, slabs (see NOTE 2 and NOTE 3),
- bars (see NOTE 2),
- rod,
- wide flats, quarto plates,
- hot-rolled sheet/plate and strip,
- hammer and drop forgings (see NOTE 2),
manufactured from the case hardening non alloyed or alloyed steels (see NOTE 4) listed in Table 3 and sup-plied in one of the heat treatment conditions given for the different types of products in Table 1, lines 2 to 7 and in one of the surface conditions given in Table 2.
The steels are in general intended for the fabrication of case-hardened (see Clause 3) machine parts.
NOTE 1 European Standards relating to steels complying with the requirements for the chemical composition in Ta-ble 3 but which are supplied in other product forms or treatment conditions than given above or are intended for special applications, and European Standards for similar steel grades are listed in the Bibliography.
NOTE 2 Hammer-forged semi-finished products (blooms, billets, slabs, etc.), seamless rolled rings and hammer-forged bars are included under semi-finished products or bars and not under the term "hammer and drop forgings".
NOTE 3 Special agreements shall be made when ordering non-deformed continuously cast semi-finished products.
NOTE 4 In accordance with EN 10020, the steels covered by this European Standard are special steels.
1.2 In special cases variations in these technical delivery requirements or additions to them may form the subject of an agreement at the time of enquiry and order (see Annex A).
1.3 In addition to the specifications of this European Standard, the general technical delivery requirements of EN 10021 are applicable, unless otherwise specified.
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