Download PDF Structural Engineering Formulas, Second Edition, by Ilya Mikhelson, Tyler G. Hicks
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Structural Engineering Formulas, Second Edition, by Ilya Mikhelson, Tyler G. Hicks
Download PDF Structural Engineering Formulas, Second Edition, by Ilya Mikhelson, Tyler G. Hicks
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PRACTICAL, PORTABLE, AND PACKED WITH UP-TO-DATE STRUCTURAL ENGINEERING FORMULAS
Thoroughly revised with more than 300 new formulas, this compact yet comprehensive compilation puts essential data related to the design and analysis of engineering structures at your fingertips. Structural Engineering Formulas, Second Edition covers a wide range of topics, including statics, soils, foundations, retaining structures, pipes, and tunnels, and explains the use and application of each ready-to-use formula. This time-saving reference for civil engineers is also invaluable to students and those studying for licensing exams.
COVERAGE INCLUDES:
Stress and strain―methods of analysis | Properties of geometric sections | Beams--diagrams and formulas for various loading conditions | Frames--diagrams and formulas for various static loading conditions | Arches--diagrams and formulas for various loading conditions | Trusses--method of joints and method of section analysis | Plates--bending moments for various support and loading conditions | Soils | Foundations | Retaining structures | Pipes and tunnels--bending moments for various static loading conditions
- Sales Rank: #893140 in Books
- Published on: 2013-07-03
- Original language: English
- Number of items: 1
- Dimensions: 9.20" h x 1.00" w x 6.50" l, 1.10 pounds
- Binding: Hardcover
- 272 pages
About the Author
Ilya Mikhelson had more than 30 years of experience in design, research, and teaching design of bridges, tunnels, subway stations, and buildings. He wrote numerous publications, including Precast Concrete for Underground Construction, Tunnels, and Subways and Building Structures.
Tyler G. Hicks, PE, is a consulting engineer and a successful engineering book author. He has worked in plant design and operation in a variety of industries, taught at several engineering schools, and lectured both in the United States and abroad. Mr. Hicks holds a bachelor’s degree in Mechanical Engineering from Cooper Union School of Engineering in New York. He is the author of more than 20 books in engineering and related fields, including Civil Engineering Formulas, Handbook of Mechanical Engineering Calculations, and Handbook of Energy Engineering Calculations.
Most helpful customer reviews
8 of 8 people found the following review helpful.
Good Reference
By Samuel
So I read this book, and I think there is good coverage of topics overall. Go back and look at the good reviews that people have left about the first edition of this book, a couple people have made previous reviews in regards to using this book for engineering practice and as a study aid for the P.E. exam. The civil and structural engineering principles are perfectly in line, and the book is very thin to carry around; so you'll hardly notice it is in your briefcase.
I noticed that this book is not up to date, which is why I have a four-star review here. I will explain why the book is not up to date.
For instance, on page 132 of this book is a page on base plates for columns. The equation this book has for allowable bearing pressure is 0.35*f'c*square root(A2/A1). Now in the ACI 318-11 and AISC 360-05 codes, the equation is 0.85*f'c*square root(A2/A1). So the mathematical coefficients are different due to updated codes, but the equations and engineering principles are the same.
In Chapter 2 or 3 of this book, there are some formulas for properties of geometric sections. The author used Roark's Formulas for Stress and Strain, 4th edition. There is an 8th edition of Roark's formulas in print right now.
3 of 3 people found the following review helpful.
good basic formulas
By Dennis
I bought this book mainly for the frame analysis. I have referred to it on several occasions since buying it. I would recommend it.
1 of 1 people found the following review helpful.
Check the variables!
By nmh5001
Inconsistent notation. For example, on the same page, it shows bending stress = M/S and shear stress = SV/Ib, except the two Ss aren't the same value. Again, on the same page, it shows S = I/c and SV/Ib = 3V/2A for rectangles. Great. But knowing that the shear modulus (S)=bh^2/6 and I=bh^3, SV/Ib 3V/2A. Why couldn't they use shear stress = QV/Ib like everyone else? Q being the static moment, not the shear modulus. In fairness, they do an example on the next page making it clear they aren't the same thing, but why use the same variable on the same page two rows apart from each other when they don't represent the same value!? It's supposed to be a quick reference guide. If you quickly looked at that page and ran with it, you'd get the wrong answer.
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