Uniform Building Code |
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Page 39
International Conference of Building Officials. ASSEMBLY BUILDING is a building or a portion of a building used for the ... pounds per square inch or hot water at temperatures in ex- cess of 250 ° F . , or at pressures in excess of 160 ...
International Conference of Building Officials. ASSEMBLY BUILDING is a building or a portion of a building used for the ... pounds per square inch or hot water at temperatures in ex- cess of 250 ° F . , or at pressures in excess of 160 ...
Page 130
International Conference of Building Officials. pounds per cubic foot and having a depth equal to that of the ... square foot of 0.75 times the fully loaded weight of the helicopter if it is equipped with hydraulic type shock absorbers ...
International Conference of Building Officials. pounds per cubic foot and having a depth equal to that of the ... square foot of 0.75 times the fully loaded weight of the helicopter if it is equipped with hydraulic type shock absorbers ...
Page 473
... of equal strength and is of a configuration which will provide confinement to the cast - in - place concrete . 3. The design f ' , shall not exceed 5000 pounds per square inch and the ratio of metal yield strength shall be not less than ...
... of equal strength and is of a configuration which will provide confinement to the cast - in - place concrete . 3. The design f ' , shall not exceed 5000 pounds per square inch and the ratio of metal yield strength shall be not less than ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
20 feet ALLOWABLE UNIT STRESSES approved bars Building Official building or structure ceiling Code columns compression compression member compressive strength concrete conform dead load deflection diameter diaphragms Division 1 Occupancies dry or surfaced enclosure exceed Exits exterior walls EXTREME FIBER fire assembly Fire Zone Firestopping flammable liquids flexural floor area footnotes grade Group grout gypsum height joints joists lateral forces least live load location on property lumber masonry materials maximum minimum MODULUS OF ELASTICITY mortar nails nonbearing noncombustible Occupancy Separation occupant load panel Parallel to Grain partitions percent permitted plywood portion pounds per square prestressing reinforcement resisting roof rooms Selected Decking shear stress shear walls sheathing sion slab space frame span specified in Chapter specified in Section square feet square inch steel story strength studs Table tensile stress tension tests timber tion types of construction U.B.C. Standard values ventilation vertical water closet width wood