Uniform Building Code |
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Page 257
... grading rules of the specific agency involved . It is therefore necessary that the grading rule agency be identified to properly correlate permitted design stresses with the grade mark . 13Utility grades of all species may be used only ...
... grading rules of the specific agency involved . It is therefore necessary that the grading rule agency be identified to properly correlate permitted design stresses with the grade mark . 13Utility grades of all species may be used only ...
Page 281
... grade for hem - fir . LICL is L1 close grain laminating grade . L2D is L2 laminating grade ( dense ) . L2 is L2 laminating grade ( medium grain ) . L3 is L3 laminating grade ( medium grain for Douglas fir - larch , Douglas fir south and ...
... grade for hem - fir . LICL is L1 close grain laminating grade . L2D is L2 laminating grade ( dense ) . L2 is L2 laminating grade ( medium grain ) . L3 is L3 laminating grade ( medium grain for Douglas fir - larch , Douglas fir south and ...
Page 618
... Grade A concrete , members 12 " x 12 " , or greater ( not including sandstone , granite and siliceous gravel ) . ' 1/2 1 1 1 4 Steel Columns Grade B concrete and Grade A concrete excluded above , members 6 " x 6 " or greater ! 3 2 1/2 1 ...
... Grade A concrete , members 12 " x 12 " , or greater ( not including sandstone , granite and siliceous gravel ) . ' 1/2 1 1 1 4 Steel Columns Grade B concrete and Grade A concrete excluded above , members 6 " x 6 " or greater ! 3 2 1/2 1 ...
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