Download Design of wood structures ASD by Donald Breyer, Kelly Cobeen, Kenneth Fridley, David Pollock PDF

By Donald Breyer, Kelly Cobeen, Kenneth Fridley, David Pollock Jr.

This vintage textual content on wooden layout, accommodates the 1997 nationwide layout requisites for wooden development (NDS) being published later this yr via the yank wooded area and Paper organization (AF&PA), together with the 1997 Uniform development Code (UBC) and the most recent info on loading standards and laterial forces (wind and earthquake) layout. The concentration of the revision may be on Allowable tension layout (ASD) with the Load Resistance issue layout (LRFD) to be released sooner or later.

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Extra resources for Design of wood structures ASD

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According to the NDS, an unseasoned wood member will creep an amount approximately equal to the deflection under sustained load, and seasoned wood members will creep about half as much. With this approach the total deflection of a wood member including the effects of creep can be computed. 5(⌬long term where ⌬long term ϭ immediate deflection under long-term load. Long-term load is dead load plus an appropriate (long-term) portion of live load. Knowing the type of structure and nature of the live loads, the designer can estimate what portion of live load (if any) will be a long-term load.

Deflection under live load only shall not exceed the span length divided by 360: L 360 2. 20 Chapter Two ⌬TL Յ L 240 For members not covered by the Code criteria given above, the designer may choose to use the deflection limits given in Fig. 8. Fabricated wood members, such as glulam beams and wood trusses, may have curvature built into the member at the time of manufacture. This built-in curvature is known as camber, and it opposes the deflection under gravity loads to provide a more pleasing visual condition.

It is incumbent on the contractor to ensure that such loading does not exceed the capacity of the structural members. For reduction of both roof live loads Lr and floor live loads L, the tributary area of the member under design consideration is taken into account. The concept that the tributary area should be considered in determining the magnitude of the unit uniform live load, not just total load is as follows: If a member has a small tributary area, it is likely that a fairly high unit live load will be imposed over that relatively small surface area.

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