Uniform Building Code |
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Page 199
... panel edge , shall be spaced not more than 6 inches on center along panel edge bearings , and shall be firmly driven into the framing members . No unblocked panels less than 12 inches wide shall be used . Where plywood is applied on ...
... panel edge , shall be spaced not more than 6 inches on center along panel edge bearings , and shall be firmly driven into the framing members . No unblocked panels less than 12 inches wide shall be used . Where plywood is applied on ...
Page 300
... PANELS APPLIED OVER 1/2 " GYPSUM SHEATHING THICKNESS ( In . ) PANEL GRADE MINIMUM NOMINAL PANEL PENETRATION MINIMUM NAIL PANELS APPLIED DIRECT TO FRAMING Nail Size Nail Spacing at Panel Edges ( In . ) Nail Size Nail Spacing at Panel ...
... PANELS APPLIED OVER 1/2 " GYPSUM SHEATHING THICKNESS ( In . ) PANEL GRADE MINIMUM NOMINAL PANEL PENETRATION MINIMUM NAIL PANELS APPLIED DIRECT TO FRAMING Nail Size Nail Spacing at Panel Edges ( In . ) Nail Size Nail Spacing at Panel ...
Page 398
... panel is used to reduce amount of negative moment reinforce- ment over the column of a flat slab , size of drop panel shall be in accordance with the following : A. Drop panel shall extend in each direction from center line of support a ...
... panel is used to reduce amount of negative moment reinforce- ment over the column of a flat slab , size of drop panel shall be in accordance with the following : A. Drop panel shall extend in each direction from center line of support 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