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Additional info for Design of Wood Structures-ASD LRFD

Example text

This book is designed to introduce the subject of timber design as applied to wood-frame building construction. Although the discussion centers on building design, the concepts also apply to the design of other types of wood-frame structures. Final responsibility for the design of a building rests with the structural engineer. However, this book is written to introduce the subject to a broad audience. This includes engineers, engineering technologists, architects, and others concerned with building design.

These changes are the result of extensive research in wind engineering and earthquake-resistant design. 1 Multi-story wood-frame buildings. 2a Foreground: Office portion of wood-frame construction. Background: Warehouse with concrete tilt-up walls and wood roof system. ) Building with reinforced-masonry block walls and a wood roof system with plywood sheathing. 3 Required and Recommended References The sixth edition of this book was prompted primarily by the publication of the 2005 edition of the National Design Specification for Wood Construction (Ref.

The influence area KLL ϫ AT typically includes the full area of all members that are supported by the member under consideration. As discussed previously, the tributary area approach assumes that each load on a structure is supported entirely by the nearest structural member. In contrast, the influence area recognizes that the total load experienced by a structural member may be influenced by loads applied outside the tributary area of the member. For example, any load applied between two beams is recognized to influence both beams, even though the load is located within the tributary area of just one of the beams.

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