Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 571
... Plastered each side with % " gypsum plaster . 5 16 Two cells in wall thickness , units at least 40 percent solid . Plastered one side with " gypsum plaster . 82 19 Two units and three cells in wall thickness , units at least 40 percent ...
... Plastered each side with % " gypsum plaster . 5 16 Two cells in wall thickness , units at least 40 percent solid . Plastered one side with " gypsum plaster . 82 19 Two units and three cells in wall thickness , units at least 40 percent ...
Page 572
... Plastered each side with % " gypsum plaster . 9 Hollow Clay Tile , Load- 24 Three cells in wall thickness , units at least 43 percent solid . Plastered each side with " gypsum plaster . 9 bearing ( End or 25 Side Con- struction ) Three ...
... Plastered each side with % " gypsum plaster . 9 Hollow Clay Tile , Load- 24 Three cells in wall thickness , units at least 43 percent solid . Plastered each side with " gypsum plaster . 9 bearing ( End or 25 Side Con- struction ) Three ...
Page 573
... plaster . 6 42 45 45 One unit with three cells in wall thickness , cored 29 percent maximum . One 4 " unit with two ... plaster.se 4 " tile plastered one side with 1/2 " gypsum plaster . 3 " tile plastered both sides with 1⁄2 " gypsum ...
... plaster . 6 42 45 45 One unit with three cells in wall thickness , cored 29 percent maximum . One 4 " unit with two ... plaster.se 4 " tile plastered one side with 1/2 " gypsum plaster . 3 " tile plastered both sides with 1⁄2 " gypsum ...
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 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