Uniform Building Code |
From inside the book
Results 1-3 of 90
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 | |
10 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing 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 Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength