Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 190
... percent for lumber pressure impregnated with approved fire - retardant chemicals . The values for plywood so treated shall be reduced 16 percent except for modulus of elasticity which shall be reduced 10 percent . Other adjustments are ...
... percent for lumber pressure impregnated with approved fire - retardant chemicals . The values for plywood so treated shall be reduced 16 percent except for modulus of elasticity which shall be reduced 10 percent . Other adjustments are ...
Page 571
... 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 18 Three cells in wall thickness , units at least 40 percent solid ...
... 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 18 Three cells in wall thickness , units at least 40 percent solid ...
Page 573
... percent solid . 39 4 " 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 cells in wall thickness , cored 22 percent maximum ...
... percent solid . 39 4 " 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 cells in wall thickness , cored 22 percent maximum ...
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