Uniform Building Code |
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Page 158
... Units - 14,000 psi gross Solid Clay Units - 10,000 psi gross Solid Clay Units - 6,000 psi gross Solid Units - 3000 psi gross Solid Units - 2500 psi gross • Hollow Concrete Units - Grade N Hollow Concrete Units - Grade N grouted solid ...
... Units - 14,000 psi gross Solid Clay Units - 10,000 psi gross Solid Clay Units - 6,000 psi gross Solid Units - 3000 psi gross Solid Units - 2500 psi gross • Hollow Concrete Units - Grade N Hollow Concrete Units - Grade N grouted solid ...
Page 161
... units or any com- bination of such units in which facing and backing are completely separated except for the metal ties which serve as bonding . ( b ) Cavity Wall Construction . In cavity walls neither the facing nor the backing shall ...
... units or any com- bination of such units in which facing and backing are completely separated except for the metal ties which serve as bonding . ( b ) Cavity Wall Construction . In cavity walls neither the facing nor the backing shall ...
Page 568
... units at least 45 percent solid 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid 8 17 Two cells in wall thickness , units at least 49 percent solid 8 Hollow Clay Tile , Load- bearing ( End or 23 Two cells ...
... units at least 45 percent solid 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid 8 17 Two cells in wall thickness , units at least 49 percent solid 8 Hollow Clay Tile , Load- bearing ( End or 23 Two cells ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
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 Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength