Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 571
... side with % " gypsum plaster . Hollow Clay 44 load - bearing ( End or Side Con- 13 Two cells in wall thickness , units at least 45 percent solid . Plastered each side with " gypsum plaster . 7 14 Two cells in wall thickness , units at ...
... side with % " gypsum plaster . Hollow Clay 44 load - bearing ( End or Side Con- 13 Two cells in wall thickness , units at least 45 percent solid . Plastered each side with " gypsum plaster . 7 14 Two cells in wall thickness , units at ...
Page 572
... 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 cells in wall ...
... 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 cells in wall ...
Page 576
... Side 62 63 34 " by No. 18 gauge steel studs spaced 24 " on center . % " gypsum plaster on metal lath each side mixed 1 : 2 by - weight , gypsum to sand aggregate . 3 % " No. 16 gauge approved nailable ' studs spaced 24 " on center ...
... Side 62 63 34 " by No. 18 gauge steel studs spaced 24 " on center . % " gypsum plaster on metal lath each side mixed 1 : 2 by - weight , gypsum to sand aggregate . 3 % " No. 16 gauge approved nailable ' studs spaced 24 " on center ...
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