Titlebook: Structural Design in Wood; Judith J. Stalnaker,Ernest C. Harris Book 1989 Springer Science+Business Media New York 1989 concrete.design.en

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书目名称Structural Design in Wood影响因子(影响力)学科排名




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书目名称Structural Design in Wood读者反馈学科排名

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GRATE

Plywood and Similar Wood Products,ure content) than sawn lumber. The dimensional change of plywood is only about one-tenth of that for solid timber over any given range in temperatures and relative humidities (1). Other manufactured wood products such as particleboard and insulation board have found general acceptance as building materials.

演讲

tural planning. " Most textbooks show only the design in wood, the authors have used virtually selection of member proportions or number of every textbook available, as well as using only connectors in a joint to satisfy a given, com­ a code and no textbook at all. The textbooks pletely defined sit

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肌肉

Wood Structure and Properties,omy and to permit using wood more efficiently, increasing amounts of wood today find their way into manufactured structural materials or members such as (1) plywood, hardboard, chipboard, flakeboard, waferboard, and plastic/wood laminates (these are known collectively as wood composites); and (2) ma

空气传播

Production and Grading of Sawn Lumber, band saws or laser-beam cutters with digital control, and even optimization techniques to increase the yield of useful material from the log. To the engineer or wood scientist who wishes to specialize in it, wood production presents many interesting technical challenges. The structural designer, ho

植物茂盛

Loads and Allowable Stresses,nd shows how to compute their magnitudes. Part II covers the method code writers use to establish allowable stresses and shows how the structural designer selects and modifies those allowables to design by the service load method.

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IRS

Selecting Sawn-Timber Beams,usually referred to as ., whereas large beams that support other beams are called .. Beam sections are generally chosen on the basis of bending and then checked for other possible failure modes. Beam failure could be a result of bending, shear, lateral buckling, bearing, deflection under service loa