Uniform Building Code |
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Page 83
... plastics may be used as follows : 1. Masonry or concrete construction . Foam plastics may be used without the thermal barrier described above , regardless of the type of construction , when the foam plastic is covered by a minimum of 1 ...
... plastics may be used as follows : 1. Masonry or concrete construction . Foam plastics may be used without the thermal barrier described above , regardless of the type of construction , when the foam plastic is covered by a minimum of 1 ...
Page 695
... plastics for use as light - transmitting materials in buildings and structures . For foam plastics , see Sections 1705 ( e ) and 1712 . Light - transmitting plastic materials which meet the other code requirements for walls and roofs ...
... plastics for use as light - transmitting materials in buildings and structures . For foam plastics , see Sections 1705 ( e ) and 1712 . Light - transmitting plastic materials which meet the other code requirements for walls and roofs ...
Page 696
... Plastic materials in their assembly shall be of adequate strength and durability to withstand the design loads as prescribed elsewhere in this code . Technical data shall be submitted to establish stresses , maximum unsupported spans ...
... Plastic materials in their assembly shall be of adequate strength and durability to withstand the design loads as prescribed elsewhere in this code . Technical data shall be submitted to establish stresses , maximum unsupported spans ...
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