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Roark's Formulas for Stress and Strain Hardcover – September 13, 2001

ISBN-13: 063-9785319252 ISBN-10: 007072542X Edition: 7th

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Product Details

  • Hardcover: 832 pages
  • Publisher: McGraw-Hill Professional; 7 edition (September 13, 2001)
  • Language: English
  • ISBN-10: 007072542X
  • ISBN-13: 978-0070725423
  • Product Dimensions: 2.3 x 6.4 x 9.2 inches
  • Shipping Weight: 3 pounds
  • Average Customer Review: 4.4 out of 5 stars  See all reviews (21 customer reviews)
  • Amazon Best Sellers Rank: #806,843 in Books (See Top 100 in Books)

Editorial Reviews

From the Back Cover

The Ultimate Roark's now includes--
* New material
* More tables and case studies
* Easier-to-read notations and figures
* More accessible layout
* Consistent table and equation numbering
* More on experimental stress analysis and stress concentrations
* New data on material behavior under stress and strain including appendix on composite materials
* Updated tables

With each succeeding edition, this renowned reference has proven itself as the be-all, end-all resource for designers, engineers, and analysts working with calculations of loads and stress. The Seventh Edition is no exception, as it carries on the book's tradition of presenting equations and diagrams of structural properties all in an easy-to-use, thumb-through format. Offering readability, the latest edition of Roark's Formulas for Stress and Strain is truly the best Roark's yet, and the one reference that you'll turn to most, project after project, year after year.

About the Author

Warren C. Young is professor emeritus in the department of mechanical engineering at the University of Wisconsin, Madison, where he was on the faculty for over 40 years. Dr. Young has also taught as a visiting professor at Bengal Engineering College in Calcutta, India, and served as chief of the Energy Manpower and Training Project sponsored by USAir in Bandung, Indonesia.

Richard G. Budynas is professor of mechanical engineering at Rochester Institute of Technology. He is author of a newly revised McGraw-Hill textbook, Applied Strength and Applied Stress Analysis, 2nd Edition.


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Customer Reviews

4.4 out of 5 stars
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See all 21 customer reviews
I have older editions of this book but they are in storage at the moment.
M. J. Ballou
Roark's has been and remains an excellent resource for the structural engineer and designer regardless of the edition.
Designer
The only book I know better than this one is written in German and few people are able to read in German, so!
Personnalité- ( S. Robert Tod. )

Most Helpful Customer Reviews

23 of 25 people found the following review helpful By DCop on April 17, 2006
Format: Hardcover Verified Purchase
I have three editions of this book: the classic 4th edition, the useless 5th edition and this, the 7th edition.

The 4th edition has simple format, is easy to use, but lacks methods for more sophisticated hand analyses and is sparse on explanations. The 5th is best used for a doorstop.

This edition is an excellent combination of the usefullness of the 4th edition with modern and more advanced methods.

The layout of each section has excellent explanatory material and provides the simple 4th edition type equations backed with more involved/advanced formulas which are very useful.

My hat is off to the authors. This is probably the best reference for those nasty stress and deflection hand calculations we all have to do from time to time.
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28 of 32 people found the following review helpful By D. Trible on March 29, 2005
Format: Hardcover
THIS IS NOT A REVIEW ON THIS BOOK --- THIS IS A COMMENT FOR MARKETPLACE SELLERS FOR THIS BOOK AND ALL ENGINEERING BOOKS --- YOU NEED TO LIST WHICH EDITION YOU ARE SELLING, AS THIS IS VERY IMPORTANT FOR THE BUYERS TO KNOW! DIFFERENT EDITIONS CAN BE IN DIFFERENT UNIT SYSTEMS, AND MOST PEOPLE ONLY WANT TO HAVE A PARTICULAR EDITION (FIRST, LATEST, ETC)! --- THANKS!
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3 of 3 people found the following review helpful By Personnalité- ( S. Robert Tod. ) on March 14, 2007
Format: Hardcover
During my years as Structural Calculyst this book was always on my right side on my desk, and when I needed it, it was ready to help me find my way. One really very good Engineer has never found all formulas in his head, instead he should be able of finding them out on good references and really know how to use
them all. This is the best reference book you are going to find when formulas is your subject, just buy it!
The only book I know better than this one is written in German and few people are able to read in German, so!
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3 of 3 people found the following review helpful By Ryan D. Aisbett on October 28, 2006
Format: Hardcover
This Book contains every fromula that i would ever need during my Mechanical Engineering Course.

It is quite easy to use, and the print is clear the index is user friendly
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5 of 6 people found the following review helpful By Designer on October 1, 2005
Format: Hardcover Verified Purchase
Roark's has been and remains an excellent resource for the structural engineer and designer regardless of the edition. This is a referance I use on a daily basis. Typically the first book I reach for.
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2 of 2 people found the following review helpful By D.D. Kort on March 18, 2009
Format: Hardcover
I should have most of this book memorized by now since I've relied on it for so many years. I highly recommend this text.
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2 of 2 people found the following review helpful By J. Kristen on March 17, 2009
Format: Hardcover
I am on my way out the door, but wanted to add my two cents to some of the other well-thought-out reviews on this wonderful book. I love this book.
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1 of 1 people found the following review helpful By Forensic Engineer on September 28, 2011
Format: Hardcover
A great book I've referred to for decades. The main problem I see in its usage is the neglect of non-linear effects. An unknowledgeable material scientist or engineer calculates a stress or deflection and then thinks it can be applied to failure analysis. The component will take a far greater load before it fails due to the non-linear effects. For example, the initial force to deflect a trampoline 1 inch may be 1 lb, but at 24 inch it is 200 lb (not 24 lb, the linear answer). It's the same with structures when they start deforming.
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