HANDBOOK OF STRUCTURAL STEEL CONNECTION DESIGN AND DETAILS FREE EBOOK DOWNLOAD LINK

HANDBOOK OF STRUCTURAL STEEL CONNECTION DESIGN AND DETAILS FREE EBOOK
Free E-Book Download Link: Handbook of Structural Steel Connection Design and Details

Handbook of Structural Steel Connection Design and Details Editorial Reviews


This book not not only gives you the best and latest methods in connection design, it supplies fabricated examples on the CD-ROM that you can use for instant application and configuration of your own designs.

Featuring a broad range of design methods and details, the Handbook demonstrates the newest techniques and materials in welded joint design and production...seismically resistant connnections...partially restrained connections...steel decks...inspection and quality control...and more.

You get the newest connection designs based on load and resistance factor AISC design methods; special methods for seismic connection design; new material on fracture and fatigue design; improved methods of connection force analysis for various structures; 400 illustrations that show you how to do the job right; and much more.

Book Description
Publication Date: April 15, 1999 | ISBN-10: 0070614970 | ISBN-13: 978-0070614970 | Edition: 1

About the Author
Akbar R. Tamboli is a senior project engineer with CUH2A in Princeton, New Jersey. He was previously vice president and project manager with Irwin G. Cantor, P.E., Consulting Engineers in New York City. A Fellow of the American Society of Civil Engineers, Mr. Tamboli is the editor of Steel Design Handbook: LRFD Method, published by McGraw-Hill.

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SOIL LOADS AND HYDROSTATIC PRESSURE BASIC AND TUTORIALS

SOIL LOADS AND HYDROSTATIC PRESSURE BASIC
What Are Soil Loads And Hydrostatic Pressure?


The notation H is used for lateral soil loads, loads due to hydrostatic pressure, and the pressure of bulk materials. Soil lateral loads and hydrostatic pressure are introduced in ASCE 7 Sec. 3.2 and IBC Sec. 1610.

Soil lateral loading most commonly occurs at retaining walls. It is relatively unusual for wood to be directly loaded by retained soils. One notable exception to this is permanent wood foundations, used in some regions of the United States.

While soil lateral loading will most often come from a geotechnical investigation report, ASCE 7 Table 3-1 provides design lateral soil pressures (in psf, per foot of soil depth) for a range of soil classifications.

Where retaining walls are provided, it is possible to develop hydrostatic pressure in addition.

Hydrostatic pressure is most often avoided by providing drains behind retaining walls. In cases where it is not possible to provide drains, design for combined soil and hydrostatic lateral pressures is required.

In conditions where hydrostatic lateral pressures can develop, it is possible to also have upward hydrostatic pressures on adjacent floor slabs. These upward pressures would also use the notation H in load combinations.

The notation H is also defined in ASCE 7 and the IBC to include pressure of bulk materials. Although no discussion of this use is provided, it is thought to include pressure due to storage of grain, aggregates, or other bulk solids that can exert lateral pressures.