Uniform Building Code |
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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 |
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