Uniform Building Code |
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Page 136
... elements depend on diaphragm action for shear distribution at any level , the shear - resisting elements shall be capable of resisting a torsional moment assumed to be equivalent to the story shear acting with an eccentricity of not ...
... elements depend on diaphragm action for shear distribution at any level , the shear - resisting elements shall be capable of resisting a torsional moment assumed to be equivalent to the story shear acting with an eccentricity of not ...
Page 138
... elements shall be con- sidered in accordance with Section 2312 ( e ) 4 . E. Moment resisting space frames and ductile moment resisting space frames may be enclosed by or adjoined by more rigid elements which would tend to prevent the ...
... elements shall be con- sidered in accordance with Section 2312 ( e ) 4 . E. Moment resisting space frames and ductile moment resisting space frames may be enclosed by or adjoined by more rigid elements which would tend to prevent the ...
Page 381
... elements constructed in separate placements but so interconnected that the elements respond to loads as a unit . The provisions of all other chapters apply to composite concrete flexural members , except as specifically modified herein ...
... elements constructed in separate placements but so interconnected that the elements respond to loads as a unit . The provisions of all other chapters apply to composite concrete flexural members , except as specifically modified herein ...
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