Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 104
... iron or steel with treads and risers of concrete , iron or steel . Brick , marble , tile or other hard noncombustible materials may be used for the finish of such treads and risers . Stairs shall be designed and constructed as specified ...
... iron or steel with treads and risers of concrete , iron or steel . Brick , marble , tile or other hard noncombustible materials may be used for the finish of such treads and risers . Stairs shall be designed and constructed as specified ...
Page 111
... iron , concrete or masonry . The structural elements of Type II One - hour or II - N buildings shall be of noncombustible materials . Walls and permanent partitions of Type II - F.R . buildings shall be of noncombustible fire ...
... iron , concrete or masonry . The structural elements of Type II One - hour or II - N buildings shall be of noncombustible materials . Walls and permanent partitions of Type II - F.R . buildings shall be of noncombustible fire ...
Page 112
... iron or steel with treads and risers of concrete , iron or steel . Brick , marble , tile or other hard noncombustible materials may be used for the finish of such treads and risers . Stairs of Type II One - hour and Type II - N ...
... iron or steel with treads and risers of concrete , iron or steel . Brick , marble , tile or other hard noncombustible materials may be used for the finish of such treads and risers . Stairs of Type II One - hour and Type II - N ...
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