Building Standards: Uniform Building Code1985 - Building laws |
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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 at 6 inches on center along intermediate framing members for 3 / 8 - inch plywood installed with face grain ... nails in framing members of other species set forth in Table No. 25-17 - J of U.B.C. Standards shall be calculated for ...
... nails at 6 inches on center along intermediate framing members for 3 / 8 - inch plywood installed with face grain ... nails in framing members of other species set forth in Table No. 25-17 - J of U.B.C. Standards shall be calculated for ...
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
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