Uniform Building Code |
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Page 256
... wide face 34x wide face 1 x wide face 11⁄2 x wide face or more MULTIPLY TABULATED Fo VALUE BY : ( NOMINAL 2 - INCH LUMBER ) 2.00 1.67 1.50 1.33 1.00 WHEN LENGTH OF SPLIT ON WIDE FACE IS : MULTIPLY TABULATED F VALUE BY : ( 3 - INCH AND ...
... wide face 34x wide face 1 x wide face 11⁄2 x wide face or more MULTIPLY TABULATED Fo VALUE BY : ( NOMINAL 2 - INCH LUMBER ) 2.00 1.67 1.50 1.33 1.00 WHEN LENGTH OF SPLIT ON WIDE FACE IS : MULTIPLY TABULATED F VALUE BY : ( 3 - INCH AND ...
Page 284
... Wide Faces of the Laminations Loaded Perpendicular to Wide Faces of Laminations Axially Loaded Extreme Fiber in Bending Compression Compression Perpen- dicular to Grain Compres- Extreme Compression Compres- Horizontal Perpendicular sion ...
... Wide Faces of the Laminations Loaded Perpendicular to Wide Faces of Laminations Axially Loaded Extreme Fiber in Bending Compression Compression Perpen- dicular to Grain Compres- Extreme Compression Compres- Horizontal Perpendicular sion ...
Page 285
... Wide Faces of Laminations Extreme Fiber in Bending Bending About Y - Y Axis Loaded Parallel to Wide Faces of Laminations Horizontal Shear Horizontal Shear B - 4 CR L2 1.2 270 B - 5 CR LI 1.2 270 Wet - use factors2 0.833 0.667 1000 1600 ...
... Wide Faces of Laminations Extreme Fiber in Bending Bending About Y - Y Axis Loaded Parallel to Wide Faces of Laminations Horizontal Shear Horizontal Shear B - 4 CR L2 1.2 270 B - 5 CR LI 1.2 270 Wet - use factors2 0.833 0.667 1000 1600 ...
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