Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 24
... reasonable cause to believe that there exists in any building or upon any premises any condition or code violation which makes such building or premises unsafe , dangerous or hazardous , the building official or his authorized ...
... reasonable cause to believe that there exists in any building or upon any premises any condition or code violation which makes such building or premises unsafe , dangerous or hazardous , the building official or his authorized ...
Page 26
... reasonable interpretations of this code , there shall be and is hereby created a Board of Appeals con- sisting of members who are qualified by experience and training to pass upon matters pertaining to building construction . The ...
... reasonable interpretations of this code , there shall be and is hereby created a Board of Appeals con- sisting of members who are qualified by experience and training to pass upon matters pertaining to building construction . The ...
Page 319
... reasonable assumptions may be adopted for com- puting the relative flexural and torsional stiffnesses of columns , walls , floors and roof systems . The assumptions made shall be consistent throughout the analysis . The effect of ...
... reasonable assumptions may be adopted for com- puting the relative flexural and torsional stiffnesses of columns , walls , floors and roof systems . The assumptions made shall be consistent throughout the analysis . The effect of ...
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