Shear design of wood beams
Author | : Lawrence A. Soltis |
Publisher | : |
Total Pages | : 12 |
Release | : 1988 |
Genre | : Shear (Mechanics) |
ISBN | : |
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Author | : Lawrence A. Soltis |
Publisher | : |
Total Pages | : 12 |
Release | : 1988 |
Genre | : Shear (Mechanics) |
ISBN | : |
Author | : Lawrence A. Soltis |
Publisher | : |
Total Pages | : 0 |
Release | : 1988 |
Genre | : Shear (Mechanics) |
ISBN | : |
Author | : Judith Stalnaker |
Publisher | : Springer Science & Business Media |
Total Pages | : 480 |
Release | : 2014-07-08 |
Genre | : Technology & Engineering |
ISBN | : 1461540828 |
The prime purpose of this book is to serve as a design is of considerable value in helping the classroom text for the engineering or architec student make the transition from the often sim ture student. It will, however, also be useful to plistic classroom exercises to problems of the designers who are already familiar with design real world. Problems for solution by the student in other materials (steel, concrete, masonry) but follow the same idea. The first problems in each need to strengthen, refresh, or update their capa subject are the usual textbook-type problems, bility to do structural design in wood. Design but in most chapters these are followed by prob principles for various structural materials are lems requiring the student to make structural similar, but there are significant differences. planning decisions as well. The student may be This book shows what they are. required, given a load source, to find the magni The book has features that the authors believe tude of the applied loads and decide upon a set it apart from other books on wood structural grade of wood. Given a floor plan, the student design. One of these is an abundance of solved may be required to determine a layout of struc examples. Another is its treatment of loads. This tural members. The authors have used most of book will show how actual member loads are the problems in their classes, so the problems computed. The authors have found that students, have been tested.
Author | : National Lumber Manufacturers Association |
Publisher | : |
Total Pages | : 380 |
Release | : 1958 |
Genre | : Building |
ISBN | : |
Author | : Mui-Seng Koo |
Publisher | : |
Total Pages | : 202 |
Release | : 1982 |
Genre | : |
ISBN | : |
Author | : Harry Parker |
Publisher | : Wiley-Interscience |
Total Pages | : 328 |
Release | : 1988-05-25 |
Genre | : Architecture |
ISBN | : |
The revised and enlarged edition of this successful book, intended for readers with limited training in mathematics and engineering analysis, covers the most common and frequently encountered problems relating to design of structural components and systems of structural wood for building structures. Thoroughly updated to reflect the latest standards, this edition includes two completely new chapters on wood framed diaphragms and building design examples. New material also includes coverage of pole structures, joints using nails and screws, mechanically driven fasteners, plywood gussets, manufactured trusses, and wood fiber products. English units are used throughout, but SI equivalents are also provided.
Author | : Yanxi Cai |
Publisher | : |
Total Pages | : 221 |
Release | : 2009 |
Genre | : Composite construction |
ISBN | : |
This dissertation presents a strength model to predict the elastic strength and ultimate strength of bending wood beams. The model can also be applied to wood beams reinforced with high modulus carbon fibers on compression and tension sides. For a plain wood beams, its behavior is elasto-plastic in compression and linear elastic in tension. For strengthened beams, considering the composite contributes to steady decrease of tension strength after yielding, part of plastic region is incorporated in the model. A specific strength model is described for balsa beams due to the distinct properties of balsa wood. The balsa wood model considered the influence of shear stress and deflection due to shear. In elastic range, the model is established on the fact that the elastic properties reach their elastic limit in directions other than the natural axes. The balsa beam model predicted failure based on ultimate shear strength. Extensive laboratory program results were gathered and compared with analysis results from the strength model. The experimental results were also utilized to calibrate the model. The comparison verifies that the behavior of wood beams can be predicted from the proposed strength model with reasonable error. Step by step design procedure for high modulus carbon fiber reinforced wood beams is presented to estimate the dimension of wood core needed and the amount of reinforcement needed for required loading situation.
Author | : S. C. Bechtel |
Publisher | : |
Total Pages | : 46 |
Release | : 1952 |
Genre | : Wooden beams |
ISBN | : |
Author | : |
Publisher | : |
Total Pages | : |
Release | : 2007 |
Genre | : Moments method (Statistics) |
ISBN | : |
Shear and moment diagrams with formulas for the design of wooden beams under various static loading conditions.
Author | : Don A. Halperin |
Publisher | : John Wiley & Sons |
Total Pages | : 420 |
Release | : 1994-09-28 |
Genre | : Architecture |
ISBN | : 9780471557685 |
Examines current industry standards concerned with the use of wood and wood products. Features detailed studies of joists, special beams, residential trusses and arches. Contains accessible tables in order to figure out the most economical way of building a structure using wood. Includes numerous examples.