Uniform Building Code |
From inside the book
Results 1-3 of 67
Page 176
... lumber may be used interchangeably with solid - sawn members of the same species and grade . Such use shall include , but not be limited to , light framing joists , planks and decking . Plywood shall be of species Group 1 , 2 , 3 or 4 ...
... lumber may be used interchangeably with solid - sawn members of the same species and grade . Such use shall include , but not be limited to , light framing joists , planks and decking . Plywood shall be of species Group 1 , 2 , 3 or 4 ...
Page 177
International Conference of Building Officials. GRADE ( Lumber ) , the classification of lumber in regard to strength and utility in accordance with the grading rules of an approved lumber grading agency . HARDBOARD is a fibrous - felted ...
International Conference of Building Officials. GRADE ( Lumber ) , the classification of lumber in regard to strength and utility in accordance with the grading rules of an approved lumber grading agency . HARDBOARD is a fibrous - felted ...
Page 255
... lumber the DRY surfaced size shall be used . In calculating design values , the natural gain in strength and stiffness that occurs as lumber dries has been taken into consideration as well as the reduction in size that occurs when ...
... lumber the DRY surfaced size shall be used . In calculating design values , the natural gain in strength and stiffness that occurs as lumber dries has been taken into consideration as well as the reduction in size that occurs when ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
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