Structural Wood Design |
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Page 38
... wood structures is essential to dissipate moisture from the ground . Ad- ditional details on construction procedures aimed at preventing condensation problems is provided by Sherwood in Ref . 22. Wood structures ... WOOD AND WOOD PRODUCTS.
... wood structures is essential to dissipate moisture from the ground . Ad- ditional details on construction procedures aimed at preventing condensation problems is provided by Sherwood in Ref . 22. Wood structures ... WOOD AND WOOD PRODUCTS.
Page 89
... Woods Use Book . 3rd ed . Portland , Oreg .: Western Wood Products Associa- tion ( 1984 ) . 10. Sunley , J. G. " Working Stresses for Structural Lumber . " For . Prod . Res . Bull . No. 47 . London : Forest Products Research Society ...
... Woods Use Book . 3rd ed . Portland , Oreg .: Western Wood Products Associa- tion ( 1984 ) . 10. Sunley , J. G. " Working Stresses for Structural Lumber . " For . Prod . Res . Bull . No. 47 . London : Forest Products Research Society ...
Page 418
... Wood Trusses . " TPI - 85 . Madison , Wis .: Truss Plate Institute ( 1985 ) . 10. " Metal Plate Connected Wood Trusses . " QST - 86 . Madison , Wis .: Truss Plate Insti- tute ( 1986 ) . 11. Anderson , L. O. and Winslow , T. F. Wood ...
... Wood Trusses . " TPI - 85 . Madison , Wis .: Truss Plate Institute ( 1985 ) . 10. " Metal Plate Connected Wood Trusses . " QST - 86 . Madison , Wis .: Truss Plate Insti- tute ( 1986 ) . 11. Anderson , L. O. and Winslow , T. F. Wood ...
Contents
Properties of Wood and | 15 |
Sizes and Grades | 41 |
Loads and Forces | 91 |
Copyright | |
7 other sections not shown
Common terms and phrases
allowable load allowable values applied axial force axis bending stress bolts bracing buckling Building Code C₁ chord members coefficient columns compression compression members connection connectors construction dead load deflection depends design values diameter diaphragm direction Douglas Fir earthquake edge distance effective elements EXAMPLE exposure exterior F₁ fasteners FIGURE floor framing ft-k glulam beams grade gravity loads height horizontal joints joists lag screws lateral load lateral support length live load maximum minimum modification factors modulus of elasticity moisture content nails oriented strand board parallel particleboard perpendicular plywood purlins resistance roof sawn lumber seismic shear stress shear wall sheathing shown in Fig shrinkage side plates spacing span rating specific gravity steel stiffness strength structural studs Table tabulated values tensile stress tension thickness timber truss unit shear veneer vertical width wind pressure wood