Uniform Building Code |
From inside the book
Results 1-3 of 85
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 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
88 other sections not shown
Other editions - View all
Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending Building Official ceiling Chapter Code columns compression concrete conform considered construction continuous covered Decking determined diameter direction distance Division effective equal equipment exceed EXCEPTION Exits exterior walls face factor feet fire Fire Zone fire-resistive floor foot forces frame grade Grain greater Group grout height horizontal hour inches increased inspection installed joints lateral least length less limited live load load located masonry materials maximum mortar nails noncombustible Occupancies one-hour openings panel Parallel partitions percent permitted placed portion protected reinforcement resisting roof rooms Select Structural separated shear sheathing side solid space span Special specified specified in Section square feet steel story strength studs Surfaced Table tension tests thickness timber tion Type U.B.C. Standard unit unit stress values ventilation vertical wide width wood