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Page 170
... longitudinal steel , or B. Stirrups or web reinforcement bars welded or otherwise rigidly attached to the longitudinal steel and making an angle of 30 degrees or more thereto , or C. Longitudinal bars bent so that the axis of the ...
... longitudinal steel , or B. Stirrups or web reinforcement bars welded or otherwise rigidly attached to the longitudinal steel and making an angle of 30 degrees or more thereto , or C. Longitudinal bars bent so that the axis of the ...
Page 348
... longitudinal tension bars . B. Longitudinal bars with a bent portion making an angle of 30 degrees or more with longitudinal tensile bars . C. Combinations of stirrups and bent bars . D. Spirals . Inclined stirrups and bent bars shall ...
... longitudinal tension bars . B. Longitudinal bars with a bent portion making an angle of 30 degrees or more with longitudinal tensile bars . C. Combinations of stirrups and bent bars . D. Spirals . Inclined stirrups and bent bars shall ...
Page 363
... longitudinal reinforcement through at least 180 degrees . Hooking or bending stirrups around the longitudinal reinforce- ment shall be considered effective anchorage only when the stirrups make an angle of at least 45 degrees with ...
... longitudinal reinforcement through at least 180 degrees . Hooking or bending stirrups around the longitudinal reinforce- ment shall be considered effective anchorage only when the stirrups make an angle of at least 45 degrees with ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending Building Official ceiling Chapter Code columns compression concrete conform considered construction continuous covered Decking determined diameter direction distance Division effective equal equipment exceed EXCEPTION Exits exterior walls face factor feet fire Fire Zone fire-resistive floor foot forces frame grade Grain greater Group grout height horizontal hour inches increased inspection installed joints lateral least length less limited live load load located masonry materials maximum mortar nails noncombustible Occupancies one-hour openings panel Parallel partitions percent permitted placed portion protected reinforcement resisting roof rooms Select Structural separated shear sheathing side solid space span Special specified specified in Section square feet steel story strength studs Surfaced Table tension tests thickness timber tion Type U.B.C. Standard unit unit stress values ventilation vertical wide width wood