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 bars beam bending bolts Building Official building or structure ceiling Code column compression compression members concrete conform dead load diameter diaphragms Division 1 Occupancies enclosure exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural floor area frame 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 partitions percent permitted plaster plastic plywood portland cement pounds per square prestressing protected reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section square feet square inch stairway steel strength studs surface Table tension tests thickness tion U.B.C. Standard values ventilation vertical water closet welds width wire wood yield strength