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Page 309
... SPAN FOR PLYWOOD COMBINATION SUBFLOOR - UNDERLAYMENT1 Plywood Continuous over Two or More Spans and Face Grain Perpendicular to Supports SPAN RATING 16o.c. 20 o.c. 24 o.c. 48 o.c. PLYWOOD THICKNESS ( Inch ) 1/2 , 19/32 , 5/8 19/32 , 5/8 ...
... SPAN FOR PLYWOOD COMBINATION SUBFLOOR - UNDERLAYMENT1 Plywood Continuous over Two or More Spans and Face Grain Perpendicular to Supports SPAN RATING 16o.c. 20 o.c. 24 o.c. 48 o.c. PLYWOOD THICKNESS ( Inch ) 1/2 , 19/32 , 5/8 19/32 , 5/8 ...
Page 348
... Span Length . Span length of members not built integrally with supports shall be considered the clear span plus depth of member but need not exceed distance between centers of supports . In analysis of frames or continuous construction ...
... Span Length . Span length of members not built integrally with supports shall be considered the clear span plus depth of member but need not exceed distance between centers of supports . In analysis of frames or continuous construction ...
Page 399
... span center - to- center supports within a panel not greater than 2 . C. Successive span lengths center - to - center supports in each direction shall not differ by more than one third the longer span . D. Columns may be offset a ...
... span center - to- center supports within a panel not greater than 2 . C. Successive span lengths center - to - center supports in each direction shall not differ by more than one third the longer span . D. Columns may be offset a ...
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