Uniform Building Code |
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Page 321
... column height , or the maximum column dimension , whichever is greater , but not less than 18 inches . The tie spacing shall be not greater than 8 bar diameters , 24 tie diameters or one - half the least column dimen- sion . Ties for ...
... column height , or the maximum column dimension , whichever is greater , but not less than 18 inches . The tie spacing shall be not greater than 8 bar diameters , 24 tie diameters or one - half the least column dimen- sion . Ties for ...
Page 400
... column design is based on the column core only . C. Special transverse reinforcement shall be provided in that portion of the column over a length equal to the maximum column dimension or one - sixth of the clear height of the column ...
... column design is based on the column core only . C. Special transverse reinforcement shall be provided in that portion of the column over a length equal to the maximum column dimension or one - sixth of the clear height of the column ...
Page 401
... column and whose width is at least three - fourths the column width . When a corner of a tied column , un- confined by flexural members , exceeds 4 inches , the full special transverse reinforcement shall be provided through the ...
... column and whose width is at least three - fourths the column width . When a corner of a tied column , un- confined by flexural members , exceeds 4 inches , the full special transverse reinforcement shall be provided through the ...
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