Building Standards: Uniform Building Code1985 - Building laws |
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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 160.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 160.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
Part Administrative CHAPTER 1 Title Scope and General SEC 101 Title 102 Purpose 103 Scope 104 Application to Existing Buildings and Structures | 1 |
Alternate Materials and Methods of Construction 106 Modifications 107 Tests | 3 |
Organization and Enforcement SEC 201 Creation of Enforcement Agency 202 Powers and Duties of Building Official | 4 |
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 ceiling column comply compression members concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exterior walls Extreme Fiber factor Fire Code floor area Formula framing grade Group H grout height horizontal shear inspection installed joints joists laminations length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard percent permitted perpendicular plywood portion pounds per square prestressing psi psi psi ratio resist roof rooms Select Decking Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detectors space span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud surface Table tensile stress tension thickness timber U.B.C. Standard ventilation vertical water closet welds width wood yield strength