Uniform Building Code |
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Page 194
... lumber 2 in- ches in thickness or less to 19 percent ; and plywood to 15 percent . ( f ) Shrinkage . Consideration shall be given in the design to the possible effect of cross grain dimensional changes considered vertically which may ...
... lumber 2 in- ches in thickness or less to 19 percent ; and plywood to 15 percent . ( f ) Shrinkage . Consideration shall be given in the design to the possible effect of cross grain dimensional changes considered vertically which may ...
Page 260
... lumber that will be used under dry conditions such as in most covered structures . For 2 - inch to 4 - inch thick lumber the DRY surfaced size shall be used . In calculating design values , the natural gain in strength and stiffness ...
... lumber that will be used under dry conditions such as in most covered structures . For 2 - inch to 4 - inch thick lumber the DRY surfaced size shall be used . In calculating design values , the natural gain in strength and stiffness ...
Page 261
... lumber may be established by use of the following tables when the length of split or check is known : WHEN LENGTH OF ... LUMBER ) 2.00 1.67 1.50 1.33 1.00 MULTIPLY TABULATED " F " VALUE BY : ( 3 - INCH AND THICKER LUMBER ) ' Stress rated ...
... lumber may be established by use of the following tables when the length of split or check is known : WHEN LENGTH OF ... LUMBER ) 2.00 1.67 1.50 1.33 1.00 MULTIPLY TABULATED " F " VALUE BY : ( 3 - INCH AND THICKER LUMBER ) ' Stress rated ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength