Uniform Building Code |
From inside the book
Results 1-3 of 76
Page 158
... Solid Clay 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 Clay 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 ...
Page 567
... solid ) 8 63 4 2 Solid units plastered each side with % " gypsum or portland cement plaster . Portland cement plaster mixed 1 : 2 % by weight , cement to sand 43/44 3 Hollow brick units ' at least 71 percent solid 8 Brick of Clay or ...
... solid ) 8 63 4 2 Solid units plastered each side with % " gypsum or portland cement plaster . Portland cement plaster mixed 1 : 2 % by weight , cement to sand 43/44 3 Hollow brick units ' at least 71 percent solid 8 Brick of Clay or ...
Page 568
... 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 in wall thickness , units ...
... 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 in wall thickness , units ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
Other editions - View all
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