Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
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Page 24
... representative has 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 ...
... representative has 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 ...
Page 25
... representative charged with the enforcement of this code , acting in good faith and without malice in the discharge of his duties , shall not thereby render himself personally liable for any damage that may accrue to persons or property ...
... representative charged with the enforcement of this code , acting in good faith and without malice in the discharge of his duties , shall not thereby render himself personally liable for any damage that may accrue to persons or property ...
Page 152
... representative of the masonry element under consideration . Cores in hollow masonry shall not be filled , except for solid - filled construction . The strength f'm shall be taken as the com- pressive strength of the specimens multiplied ...
... representative of the masonry element under consideration . Cores in hollow masonry shall not be filled , except for solid - filled construction . The strength f'm shall be taken as the com- pressive strength of the specimens multiplied ...
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