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Page 256
... 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 ...
... 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 262
... FACE PLY Wet2 Dry3 Wet2 Dry3 Dry3 perpendicular to span 940 1330 780 1110 1110 ( at 45 ° to face grain use 1/6 F ) 2. Compression in plane of plies ( F ) Parallel or perpendicular to face grain ( at 45 ° to face grain use 1/3 F ) 3 ...
... FACE PLY Wet2 Dry3 Wet2 Dry3 Dry3 perpendicular to span 940 1330 780 1110 1110 ( at 45 ° to face grain use 1/6 F ) 2. Compression in plane of plies ( F ) Parallel or perpendicular to face grain ( at 45 ° to face grain use 1/3 F ) 3 ...
Page 304
... face nail 4. Wider than 1 " x 6 " subfloor to each joist , face nail 5. 2 " subfloor to joist or girder , blind and face nail 6. Sole plate to joist or blocking , face nail 7. Top plate to stud , end nail 8. Stud to sole plate 9. Double ...
... face nail 4. Wider than 1 " x 6 " subfloor to each joist , face nail 5. 2 " subfloor to joist or girder , blind and face nail 6. Sole plate to joist or blocking , face nail 7. Top plate to stud , end nail 8. Stud to sole plate 9. Double ...
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