Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 193
... Table No. 25 - A for compres- sion parallel to grain shall be reduced 10 per cent and for compression perpendicular to grain shall be reduced one - third . The allowable unit stresses set forth in Table No. 25 - B for machine stress ...
... Table No. 25 - A for compres- sion parallel to grain shall be reduced 10 per cent and for compression perpendicular to grain shall be reduced one - third . The allowable unit stresses set forth in Table No. 25 - B for machine stress ...
Page 222
... Table No. 25 - R . Plywood combination subfloor - under- layment shall have maximum spans as set forth in Table No. 25 - S . ( f ) Plywood Roof Sheathing . Where used as structural roof sheathing , plywood shall be of the minimum ...
... Table No. 25 - R . Plywood combination subfloor - under- layment shall have maximum spans as set forth in Table No. 25 - S . ( f ) Plywood Roof Sheathing . Where used as structural roof sheathing , plywood shall be of the minimum ...
Page 529
International Conference of Building Officials. be not more than set forth in Table No. 54 - A or as adjusted Area Limitations by Table No. 54 - B . TABLE NO . 54 - B - ADJUSTMENT FACTORS - RELATIVE RESISTANCE ( Continued ) TO WIND LOAD ...
International Conference of Building Officials. be not more than set forth in Table No. 54 - A or as adjusted Area Limitations by Table No. 54 - B . TABLE NO . 54 - B - ADJUSTMENT FACTORS - RELATIVE RESISTANCE ( Continued ) TO WIND LOAD ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength