Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 82
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 2.00 1.67 1.33 1.00 WHEN LENGTH OF SPLIT ON WIDE FACE IS : MULTIPLY TABULATED " F " VALUE BY : ( 3 - INCH AND THICKER LUMBER ) No split 2 x narrow face ...
... 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 2.00 1.67 1.33 1.00 WHEN LENGTH OF SPLIT ON WIDE FACE IS : MULTIPLY TABULATED " F " VALUE BY : ( 3 - INCH AND THICKER LUMBER ) No split 2 x narrow face ...
Page 259
... FACE PLY Wet2 Dry3 Wet2 Dry 3 Dry ' Parallel or perpendicular to face grain ( at 45 ° to face grain use 1/3 F ) 3. Shear in plane perpendicular to plies 205 250 205 250 210 Parallel or perpendicular to face grain 2 , 3 160 185 160 185 ...
... FACE PLY Wet2 Dry3 Wet2 Dry 3 Dry ' Parallel or perpendicular to face grain ( at 45 ° to face grain use 1/3 F ) 3. Shear in plane perpendicular to plies 205 250 205 250 210 Parallel or perpendicular to face grain 2 , 3 160 185 160 185 ...
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 | |
72 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath 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 partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength