Specification for Structural Joints Using ASTM A325 or A490 Bolts (2004 &2000)
This RCSC Specification is a companion to AISC 350-99 that extends coverage to the use of ASTM A325, F1852 and A490 high-strength bolts in steel-to-steel structural connections, including materials, design, installation, and inspection.
Source: The Research Council on Structural Connections (RCSC).
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Guide to Design Criteria for Bolted and Riveted Joints (2ed)
2nd Edition
Kulak, Fisher, and Struik
2001
Based on experimental and theoretical studies on the behavior and strength of riveted and bolted structural joints, this book suggests design criteria for such connections. It provides the basis for many provisions of the AISC Specification. It reviews the historical development of mechanically fastened joints and discusses the various theories of design, strength, and performance criteria. Bolt installation is also discussed.
Source: The Research Council on Structural Connections (RCSC).
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Design Guidelines in American Cities: A Review of Design Policies and Guidance in Five West-Coast Cities
(Liverpool University Press - TPR [Town Planning Review] Special Studies) By John Punter
Publisher: Liverpool University Press 1999 | 248 Pages | ISBN: 0853238936 | PDF | 7 MB
This book is a study of design initiatives and policies in five US West Coast cities – Seattle, Portland, San Francisco, Irvine and San Diego – all of which have had particularly interesting experience of relevance to urban design practice in Britain and other countries.
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This is one of my example Analysis and Design of a two storey Building using ETABS.
The Loads are :
1. Live Load
2. Dead Load
3. Static Seismic Load (UBC 97 associated with our Local Code)
4. And Dynamic Seismic Load (Response Spectrum)
Design code : UBC 97
Hopely can be usefull.
Thanks and Regards,
erimajus
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Concept of Composite:
Fibers or particles embedded in matrix of another material are the best example of modern-day
composite materials, which are mostly structural.
Laminates are composite material where different layers of materials give them the specific
character of a composite material having a specific function to perform. Fabrics have no matrix
to fall back on, but in them, fibers of different compositions combine to give them a specific
character. Reinforcing materials generally withstand maximum load and serve the desirable
properties.
Further, though composite types are often distinguishable from one another, no clear
determination can be really made. To facilitate definition, the accent is often shifted to the levels
at which differentiation take place viz., microscopic or macroscopic.
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Optimizing the Shape of Mechanical Elements and Structures
Shirley Seireg, «Optimizing the Shape of Mechanical Elements and Structures»
CRC | ISBN: 0824795555 | 1997-01-02 | DJVU | 616 pages | 12.23 MB
Introduces a wide variety of practical approaches to the synthesis and optimization of shapes for mechanical elements and structures-emphasizing the simplest methods possible for achieving the best results without mathematical complexity, especially computer solutions. Provides in-depth case studies of structures subjected to different types of static and dynamic loading, including load-bearing structures with arbitrary support conditions, rotating disks, layered structures, pressure vessels, elastic bodies, and structural elements subjected to impulsive loading.
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The purpose of the Structures Notebook is to explain, in the simplest possible terms, about the structure of 'things', and to demonstrate the fact that everything you see and touch, live in and use, living and man-made, has a structure which is acted upon by natural forces and reacts to these forces according to its form and material.
The Structures Notebook was originally written by Tony Hunt as a brief teaching aid for students at the Royal College of Art who had very little, if any, knowledge of physics or structural behaviour. It has now been expanded, and with this second edition, updated, into a more comprehensive book while retaining a simple visual and non-mathematical approach to structures.
The book is divided into seven main sections, in a logical sequence, and is written in simple language. Each section, related to its text, has a comprehensive set of hand-drawn sketches which show, as simply as possible, what the text is about. The book is almost totally non-mathematical since the author believes very strongly that structural behaviour can be understood best by diagrams and simple descriptions and that mathematics for the majority of people interested in design is a barrier. The design of structures is a combination of art and science and to achieve the best solution, concept should always come before calculation.
* Includes a new chapter with twelve further inventive solutions from well-known engineers
* Hundreds of illustrations communicate a clear understanding of the subject, without mathematics
* Comprehensive coverage of key information, with examples and insights from this influential structural engineer
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Modeling of Creep for Structural Analysis
Publisher: Springer | Pages: 230 | 2007-05 | ISBN: 3540708340 | PDF | 5 MB
Creep Modeling for Structural Analysis" develops methods to simulate and analyze the time-dependent changes of stress and strain states in engineering structures up to the critical stage of creep rupture. The principal subjects of creep mechanics are the formulation of constitutive equations for creep in structural materials under multi-axial stress states; the application of structural mechanics models of beams, plates, shells and three-dimensional solids and the utilization of procedures for the solution of non-linear initial-boundary value problems. The objective of this book is to review some of the classical and recently proposed approaches to the modeling of creep for structural analysis applications as well as to extend the collection of available solutions of creep problems by new, more sophisticated examples.
In Chapter 1, the book discusses basic features of the creep behavior in materials and structures and presents an overview of various approaches to the modeling of creep. Chapter 2 collects constitutive models that describe creep and damage processes under multi-axial stress states. Chapter 3 deals with the application of constitutive models to the description of creep for several structural materials. Constitutive and evolution equations, response functions and material constants are presented according to recently published experimental data. In Chapter 4 the authors discuss structural mechanics problems. Governing equations of creep in three-dimensional solids, direct variational methods and time step algorithms are reviewed. Examples are presented to illustrate the application of advanced numerical methods to the structural analysis. An emphasis is placed on the development and verification of creep-damage material subroutines inside the general purpose finite element codes.
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