Uniform Building Code |
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Page 174
... reinforcement in either direction shall be not less than 0.0007 times the gross cross - sectional area of the wall . The reinforcement shall be limited to a maximum spacing of 4 feet on center . The minimum diameter of reinforcement ...
... reinforcement in either direction shall be not less than 0.0007 times the gross cross - sectional area of the wall . The reinforcement shall be limited to a maximum spacing of 4 feet on center . The minimum diameter of reinforcement ...
Page 344
... reinforcement shall be spaced not farther apart than three times the wall thickness nor 18 inches . 4. Vertical reinforcement need not be provided with lateral ties if such reinforcement is 0.01 times the gross concrete area or less ...
... reinforcement shall be spaced not farther apart than three times the wall thickness nor 18 inches . 4. Vertical reinforcement need not be provided with lateral ties if such reinforcement is 0.01 times the gross concrete area or less ...
Page 360
... reinforcement shall have an embedment length not less than the development length / beyond the point where bent or terminated tension reinforcement is no longer required to resist flexure . 6. Flexural reinforcement shall not be ...
... reinforcement shall have an embedment length not less than the development length / beyond the point where bent or terminated tension reinforcement is no longer required to resist flexure . 6. Flexural reinforcement shall not be ...
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 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