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Page 199
... Table No. 25 - J - 1 for horizontal diaphragms and Table No. 25 - K - 1 for vertical diaphragms , or may be calculated by principles of mechanics without limitation by using values of nail strength and plywood shear values as specified ...
... Table No. 25 - J - 1 for horizontal diaphragms and Table No. 25 - K - 1 for vertical diaphragms , or may be calculated by principles of mechanics without limitation by using values of nail strength and plywood shear values as specified ...
Page 331
... Table No. 26 - A - 3 . Table No. 26 - A - 3 shall be used only for concrete to be made with cements meeting strength requirements for Types I , I - A , II , II - A , III , III - A or V ; or Types IS , IS - A , IS ( MS ) , IS - A ( MS ) ...
... Table No. 26 - A - 3 . Table No. 26 - A - 3 shall be used only for concrete to be made with cements meeting strength requirements for Types I , I - A , II , II - A , III , III - A or V ; or Types IS , IS - A , IS ( MS ) , IS - A ( MS ) ...
Page 684
... TABLE NO . 47 - H - APPLICATION OF TWO - PLY GYPSUM WALLBOARD1 FASTENERS ONLY MAXIMUM Screws 3 Face Ply Staples 4 Nails 2 7 8 24 16 7 8 བ 7 SPACING OF THICKNESS OF GYPSUM WALLBOARD FRAMING MEMBERS PLANE OF LONG DIMENSION ( Center to ...
... TABLE NO . 47 - H - APPLICATION OF TWO - PLY GYPSUM WALLBOARD1 FASTENERS ONLY MAXIMUM Screws 3 Face Ply Staples 4 Nails 2 7 8 24 16 7 8 བ 7 SPACING OF THICKNESS OF GYPSUM WALLBOARD FRAMING MEMBERS PLANE OF LONG DIMENSION ( Center to ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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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