Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 161
... LUMBER , lumber composed of an assembly of wood laminations bonded with adhesives in which the laminations are too thick to be classed as veneers . See definition of Structural Glued - laminated Lumber . GLUED BUILT - UP MEMBERS ...
... LUMBER , lumber composed of an assembly of wood laminations bonded with adhesives in which the laminations are too thick to be classed as veneers . See definition of Structural Glued - laminated Lumber . GLUED BUILT - UP MEMBERS ...
Page 193
... lumber , and Unit adjustments thereof apply to lumber used under conditions Stresses continuously dry , such as in most covered structures . Under ( Continued ) such conditions of use the modulus of elasticity may be in- creased 10 per ...
... lumber , and Unit adjustments thereof apply to lumber used under conditions Stresses continuously dry , such as in most covered structures . Under ( Continued ) such conditions of use the modulus of elasticity may be in- creased 10 per ...
Page 534
... Lumber and Determination of Working Stresses . Specification D245-64T of the ASTM ; Simplified Practice Recom- mendation 16-53 of the U. S. Department of Com- merce Bureau of Standards ; and Standard Grading Rules of Various ...
... Lumber and Determination of Working Stresses . Specification D245-64T of the ASTM ; Simplified Practice Recom- mendation 16-53 of the U. S. Department of Com- merce Bureau of Standards ; and Standard Grading Rules of Various ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength