Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 194
... 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 ...
... 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 ...
Page 613
... percent solid . 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid . 8 Side Con- struction ) ( Continued ) TABLE NO . 43 - B - RATED FIRE -. Brick of Clay or Shale 10 Cavity wall consisting of two 3 - inch ...
... percent solid . 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid . 8 Side Con- struction ) ( Continued ) TABLE NO . 43 - B - RATED FIRE -. Brick of Clay or Shale 10 Cavity wall consisting of two 3 - inch ...
Page 615
... per- cent and vertical reinforcement not less than 0.15 percent . ( Three - fourths as much for welded wire fabric . ) Grade A Concrete Grade B 62 6 5 324 72 62 52 44 One 2 " unit cored 15 percent maximum and one 4 " unit cored 25 percent ...
... per- cent and vertical reinforcement not less than 0.15 percent . ( Three - fourths as much for welded wire fabric . ) Grade A Concrete Grade B 62 6 5 324 72 62 52 44 One 2 " unit cored 15 percent maximum and one 4 " unit cored 25 percent ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength