Uniform Building Code |
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Page 307
... average strength at the designated test age exceeding fe by the amount indicated below , when both air content and slump are the maximums permitted by the specifications . A. Where the concrete production facility has a record , based ...
... average strength at the designated test age exceeding fe by the amount indicated below , when both air content and slump are the maximums permitted by the specifications . A. Where the concrete production facility has a record , based ...
Page 309
... average of two cylinders from the same sample tested at 28 days or the specified earlier age . 2. When the frequency of testing of the preceding paragraph will pro- vide less than five tests for a given class of concrete , tests shall ...
... average of two cylinders from the same sample tested at 28 days or the specified earlier age . 2. When the frequency of testing of the preceding paragraph will pro- vide less than five tests for a given class of concrete , tests shall ...
Page 388
... average prestress of 225 psi or higher shall be subject to the other provisions of this Section . Members with average prestress less than 225 psi shall have minimum rein- forcement in accordance with Section 2610 ( j ) 1 . for columns ...
... average prestress of 225 psi or higher shall be subject to the other provisions of this Section . Members with average prestress less than 225 psi shall have minimum rein- forcement in accordance with Section 2610 ( j ) 1 . for columns ...
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