Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 255
... face 34 x wide face 1 x wide face 11⁄2 x wide face or more 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 THICKER LUMBER ) No split 1⁄2 x narrow face 1 x narrow face 11 ...
... face 34 x wide face 1 x wide face 11⁄2 x wide face or more 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 THICKER LUMBER ) No split 1⁄2 x narrow face 1 x narrow face 11 ...
Page 259
... FACE PLY Wet2 Dry3 Wet2 Dry 3 Dry ' 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 Dry 3 Dry ' 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 278
... 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 ...
... 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 ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength