Uniform Building Code |
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Page 32
... percent for each foot by which the minimum width exceeds 20 feet , but the increase shall not exceed 50 percent . 2. Separation on three sides . Where public ways or yards more than 20 feet in width extend along and adjoin three sides ...
... percent for each foot by which the minimum width exceeds 20 feet , but the increase shall not exceed 50 percent . 2. Separation on three sides . Where public ways or yards more than 20 feet in width extend along and adjoin three sides ...
Page 180
... percent for lumber pressure impregnated with approved fire - retardant chemicals . The values for plywood so treated shall be reduced 16 percent except for modulus of elastic- ity , which shall be reduced 10 percent . Other adjustments ...
... percent for lumber pressure impregnated with approved fire - retardant chemicals . The values for plywood so treated shall be reduced 16 percent except for modulus of elastic- ity , which shall be reduced 10 percent . Other adjustments ...
Page 628
... percent solid . 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid . 8 17 Two cells in wall thickness , units at least 49 percent solid . 8 Hollow Clay 18 Three cells in wall thickness , units at least 40 percent ...
... percent solid . 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid . 8 17 Two cells in wall thickness , units at least 49 percent solid . 8 Hollow Clay 18 Three cells in wall thickness , units at least 40 percent ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength