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 18 127 19 Two units and three cells in wall thickness , units at least 40 ...
... 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 18 127 19 Two units and three cells in wall thickness , units at least 40 ...
Page 572
... Plastered each side with " gypsum plaster . 26 26 Hollow cavity wall consisting of two 4 " nominal clay tile units ( at least 40 percent solid ) with air space between . Plastered one side ( exterior ) with 3/4 " portland cement plaster ...
... Plastered each side with " gypsum plaster . 26 26 Hollow cavity wall consisting of two 4 " nominal clay tile units ( at least 40 percent solid ) with air space between . Plastered one side ( exterior ) with 3/4 " portland cement plaster ...
Page 573
... plaster on one side . 434 45 One 4 " unit with two cells in wall thickness , cored 22 percent maximum . ( Continued ) ... plaster . 4 " tile plastered one side with 2 " gypsum plaster . 3 " tile plastered both sides with 1⁄2 " gypsum ...
... plaster on one side . 434 45 One 4 " unit with two cells in wall thickness , cored 22 percent maximum . ( Continued ) ... plaster . 4 " tile plastered one side with 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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength