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Page 170
... bar , or D. Special arrangements of bars with adequate provisions to prevent slip of bars or splitting of masonry by the reinforcement . Stirrups or other bars to be considered effective as web reinforcement shall be anchored at both ...
... bar , or D. Special arrangements of bars with adequate provisions to prevent slip of bars or splitting of masonry by the reinforcement . Stirrups or other bars to be considered effective as web reinforcement shall be anchored at both ...
Page 171
... bars crossing the section on the tension side . To be effective the bars must be properly developed by hooks , lap , or embedment on each side of the section . Bent - up bars that are not more than d / 3 from the level of the main ...
... bars crossing the section on the tension side . To be effective the bars must be properly developed by hooks , lap , or embedment on each side of the section . Bent - up bars that are not more than d / 3 from the level of the main ...
Page 316
... bars in a layer shall be not less than the nominal diameter of the bars , nor 1 inch . See also Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , the bars in the upper layers shall be placed directly ...
... bars in a layer shall be not less than the nominal diameter of the bars , nor 1 inch . See also Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , the bars in the upper layers shall be placed directly ...
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