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 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved bars beam bending bolts Building Official building or structure ceiling Code column compression compression members concrete conform dead load diameter diaphragms Division 1 Occupancies enclosure exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural floor area frame gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum MODULUS OF ELASTICITY mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plastic plywood portland cement pounds per square prestressing protected reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section square feet square inch stairway steel strength studs surface Table tension tests thickness tion U.B.C. Standard values ventilation vertical water closet welds width wire wood yield strength