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Page 51
... increased by one of the following : 1. Separation on two sides . Where public space , streets , or yards more than 20 feet in width extend along and adjoin two sides of the building , floor areas may be increased at a rate of one and ...
... increased by one of the following : 1. Separation on two sides . Where public space , streets , or yards more than 20 feet in width extend along and adjoin two sides of the building , floor areas may be increased at a rate of one and ...
Page 83
... increased in accordance with provi- sions of this subsection . Structures with sides open [ as defined in subsec- tion ( b ) ] three - fourths of the building perimeter may be increased 25 per- cent in area and one tier in height ...
... increased in accordance with provi- sions of this subsection . Structures with sides open [ as defined in subsec- tion ( b ) ] three - fourths of the building perimeter may be increased 25 per- cent in area and one tier in height ...
Page 419
... increased for wind or seismic loads , " 1 " shall be increased to 1.33 . Stress Reversal Sec . 2704. Members or connections which are subjected to a variation or reversal of stress shall be designed as set forth in U.B.C. Standard No ...
... increased for wind or seismic loads , " 1 " shall be increased to 1.33 . Stress Reversal Sec . 2704. Members or connections which are subjected to a variation or reversal of stress shall be designed as set forth in U.B.C. Standard No ...
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