A step beyond generic CAD systems, PowerRebar offers dynamic parametric design tools that can handle reinforcement arrangements of any complexity. This standalone, 2D/3D solution automates concrete reinforcement modeling, detailing and scheduling and supports a full array of international design standards.
Features:
Types of Detailing Routines
* Straight and bent multi-legged bars, including ties
* Radiused and circular ties
* Parallel and radial bar ranges
* Flood-fill of bar ranges
* Dynamic bar labeling
* Automatic 3D modeling
* User-defined object library for standard details
Bar Editing Features
* Dynamic dimensioning
* Dynamic reinforcement equations
* Dynamic reinforcement prompts
* Full-size detailing
* Automatic rescaling
* Bar member/layer adjustments
Bar Code Specifications (bar diameter data)
* ACI-318 (United States)
* BS8666:2000 (United Kingdom / Singapore /
Hong Kong / South Africa)
* AS3600 (Australia)
* SKBI.89 (Indonesia)
* NZS3101 (New Zealand)
* Swedish Code
* User-definable bar code data
* Supported units: English, metric meters,
centimeters, and millimeters
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DPlot graphs and manipulates 2D and 3D data from a variety of sources in many different formats. While designed for scientists, engineers, and other technical fields, DPlot's straightforward interface will appeal to anybody interested in creating presentation-quality X-Y plots and/or contour plots of 3D data. DPlot runs on Windows 95, 98, 2000, ME, NT, 2003, XP, Vista, and 2008.
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This textbook gives a clear and thorough presentation of the fundamental principles of mechanics and strength of materials. It provides both the theory and applications of mechanics of materials on an intermediate theoretical level, ranging from the mechanical properties of materials through the effects of axial load, torsion, bending, and transverse shear to stresses and strains in bars and continuum mechanics. The book is aimed at graduate and advanced undergraduate students in materials science courses in Mechanical, Civil, and Aerospace Engineering departments. Due to its solid theoretical presentation of basic concepts, the book can also be used as a reference tool by postgraduates and researchers in the fields of solid mechanics as well as practicing engineers.
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Stability and Optimization of Structures: Generalized Sensitivity Analysis is the first book to address issues of structural optimization against nonlinear buckling. Through the investigation of imperfection sensitivity, worst imperfection and random imperfection based on concrete theoretical framework, it is shown that optimization against buckling does not necessarily produce an imperfection-sensitive structure.
This book offers the reader greater insight into optimization-based and computer-assisted stability design of finite-dimensional structures. Using the unified approach to parameter sensitivity analysis, it connects studies of elastic stability, computational mechanics and applied mathematics. Optimization based on stability theory is presented and explained, with 140 figures to illustrate applications in the framework of finite element analysis.
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This program provides unequaled flexibility for the design of different types of shear, moment, bracing and splice connections. It is based upon the provisions of the ANSI/AISC 360-05 for Steel Design Specifications and considers mainly W and HSS shapes.
You can call the program after RAM Structural System or RAM Advanse and use automatically the results of the analysis and design of members.
The connection design can also be customized to adhere to your typical office standards.
Design in RAM Connection
Connections can be designed by one of these three methods in RAM Connection (RC) and RAM Connection Standalone (RCSA) programs. The first method could be called a "trial and error" procedure. In this method the engineer defines a database of different connections (note that many connections are already supplied with the program itself), assigning one to the joint and the program will indicate if it is suitable for the joint. The engineer can then manually either assign another connection, or adjust the first connection he/she assigned. The second method would be to have the program search through a list of the database connections to find the first one in the list that works for the joint (geometry and forces). The third method is similar to the second but rather than search through a predefined list the program will assign a single smart connection to the joint. These three methods provide the engineer with complete control over the design of their individual connections.
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Links changed and alive.
IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.
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William R. Spillers, Keith M. MacBain "Structural Optimization"
Springer | English | 2009-05-29 | ISBN: 0387958649 | 315 pages | PDF | 13 MB
Structural Optimization is intended to supplement the engineer’s box of analysis and design tools making optimization as commonplace as the finite element method in the engineering workplace. It begins with an introduction to structural optimization and the methods of nonlinear programming such as Lagrange multipliers, Kuhn-Tucker conditions, and calculus of variations. It then discusses solution methods for optimization problems such as the classic method of linear programming which leads to the method of sequential linear programming. It then proposes using sequential linear programming together with the incremental equations of structures as a general method for structural optimization. It is furthermore intended to give the engineer an overview of the field of structural optimization.
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Thin-Walled Structures with Structural Imperfections
Every structural designer involved with thin-walled structures should read this book. Most engineers are familiar with the concept of buckling, and powerful finite element packages will easily compute the buckling loads of a structures. In most FEM programs, buckling is meant to be the bifurcation load of the perfect structure and most likely a mesh is available for the perfect, idealized structure. Quoting Zienkiewicz “…quite frequently this type of approach is used beyond its limits of applicability.” Godoy’s book will show you why imperfect structures can fail at one-half the bifurcation load and will teach you how to get a good approximation to the critical load of the imperfect structure. You will learn to recognize an imperfection sensitive structure, what is the effect of interacting imperfections, and so on. The book is most useful to designers with good background on finite elements and thin-walled shell theory. It is also a valuable reference for graduate students and researchers in this field, both as a self contained dissertation on the most practical types of problems and as a rich introduction to the broader field of stability of thin-walled structures. The basics of perturbation techniques required for the analysis are presented in the appendix.
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# Hardcover: 164 pages
# Publisher: Taylor & Francis; 1 edition (February 15, 2007)
# Language: English
# ISBN-10: 0415431956
# ISBN-13: 978-0415431958
# Product Dimensions: 9.7 x 6.9 x 0.6 inches
# Shipping Weight: 1 pounds
Product Description:
Covers theory and background of local buckling, presenting simple design calculations which address this intriguing phenomenon. Attempts to master the process of buckling are described, citing both successes and failures. A number of failure case studies are presented as well. The final section of the book presents easy-to-follow design examples which conform to the latest Eurocode. Intended to introduce senior students in Bridge and Structural Engineering to the phenomenon of buckling, with special focus on thin-walled plated bridge girders. Suitable as a course instruction guide for its highly visual and descriptive style. Moreovere a good reference on buckling for practising and consulting engineers.
About the Author:
Bjorn Akesson is a former lecturer at Chalmers University of Technology in Gothenburg, Sweden. Currently he is a consulting engineer, focusing on the design and analysis of steel structures.
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Engineers' Guide to Pressure Equipment by Clifford Matthews
Including engineering data from a wide range of sources, "An Engineer's Guide to Pressure Equipment" provides an essential introduction to the technical and adminstrative aspects of vessel manufacture and use, covering the basic principles of pressure equipment design, manufacture, quality assurance/inspection, and operation during its working life. The author competently guides the reader through the most commonly used current and recent pressure vessel codes and standards. Pressure equipment has been subjected to an iterative development process that now makes it one of the most complex technical areas of mechanical engineering. The technology of pressure equipment continues to expand rapidly and recent developments in The European Pressure Equipment Directive, UK Pressure Systems Safety Regulations, and technical codes and standards are resulting in exciting changes within the industry. Key features of the volume include: concise, essential information about pressure equipment; compact and easily accessible format; fully illustrated; and core technical and legislative data. "An Engineer's Guide to Pressure Equipment" fulfils a key role in presenting up-to-date information on pressure equipment in a practical and easy to use format. It should be a valuable source of reference for pressure equipment designers, manufacturers and end-users.
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