Uniform Building Code |
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Page 137
... forces shall be multiplied by ( 1.0 / K ) to obtain the drift . The ratio ( 1.0 / K ) shall be not less than 1.0 . All portions of structures shall be designed and constructed to act as an integral unit in resisting horizontal forces ...
... forces shall be multiplied by ( 1.0 / K ) to obtain the drift . The ratio ( 1.0 / K ) shall be not less than 1.0 . All portions of structures shall be designed and constructed to act as an integral unit in resisting horizontal forces ...
Page 138
... forces . The rigidity of other 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 ...
... forces . The rigidity of other 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 ...
Page 139
... forces . D. Diaphragms . Floor and roof diaphragms shall be designed to resist the forces set forth in Table No. 23 - J . Diaphragms supporting concrete or masonry walls shall have continuous ties between diaphragm chords to distribute ...
... forces . D. Diaphragms . Floor and roof diaphragms shall be designed to resist the forces set forth in Table No. 23 - J . Diaphragms supporting concrete or masonry walls shall have continuous ties between diaphragm chords to distribute ...
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