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Page 192
... Nails driven parallel to grain of the wood shall not be allowed for resisting withdrawal forces . 3. Spacing and penetration . Common wire nails shall have penetration into the piece receiving the point as set forth in Table No. 25 - G .
... Nails driven parallel to grain of the wood shall not be allowed for resisting withdrawal forces . 3. Spacing and penetration . Common wire nails shall have penetration into the piece receiving the point as set forth in Table No. 25 - G .
Page 299
... nails in framing members of other species set forth in Table No. 25-17 - J of U.B.C. Standards shall be calculated for all grades by multiplying the values for common and galvanized box nails in STRUCTURAL I and galvanized casing nails ...
... nails in framing members of other species set forth in Table No. 25-17 - J of U.B.C. Standards shall be calculated for all grades by multiplying the values for common and galvanized box nails in STRUCTURAL I and galvanized casing nails ...
Page 300
... nails in framing members of other species set forth in Table No. 25-17 - J of U.B.C. Standards shall be calculated for all grades by multiplying the values for common and galvanized box nails by the following factors : Group III , 0.82 ...
... nails in framing members of other species set forth in Table No. 25-17 - J of U.B.C. Standards shall be calculated for all grades by multiplying the values for common and galvanized box nails by the following factors : Group III , 0.82 ...
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