Uniform Building Code |
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Page 344
... inch in diameter . 3. Vertical reinforcement shall be spaced not farther apart than three times the wall thickness ... square inches . = area of shear reinforcement parallel to the main tension reinforcement , square inches . A1 = total ...
... inch in diameter . 3. Vertical reinforcement shall be spaced not farther apart than three times the wall thickness ... square inches . = area of shear reinforcement parallel to the main tension reinforcement , square inches . A1 = total ...
Page 473
... square inch and the ratio of metal yield strength shall be not less than 6 . 4. The pile diameter is not greater than 16 inches . ( d ) Precast Concrete Piles . 1. Material . Precast concrete piles prior to driving and at 28 days after ...
... square inch and the ratio of metal yield strength shall be not less than 6 . 4. The pile diameter is not greater than 16 inches . ( d ) Precast Concrete Piles . 1. Material . Precast concrete piles prior to driving and at 28 days after ...
Page 538
... square feet per floor . EXCEPTION : 1. Wet standpipes are not required in ... inch . 2. Size . The size of the standpipe shall be not less than 21⁄2 ... inch valve in each story , including the basement or cellar of the building and ...
... square feet per floor . EXCEPTION : 1. Wet standpipes are not required in ... inch . 2. Size . The size of the standpipe shall be not less than 21⁄2 ... inch valve in each story , including the basement or cellar of the building and ...
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