Uniform Building Code |
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Page 87
... dimensions shall be computed on the basis of 14 stories . Adequate access shall be provided to the bottom of all courts for clean- ing purposes . Every court more than two stories in height shall be provided with a horizontal air intake ...
... dimensions shall be computed on the basis of 14 stories . Adequate access shall be provided to the bottom of all courts for clean- ing purposes . Every court more than two stories in height shall be provided with a horizontal air intake ...
Page 117
... dimensions are nominal as defined in Section 2502 . ( b ) Columns . Wood columns may be of sawn timber or structural glued - laminated timber not less than 8 inches in any dimension when sup- porting roof or floor loads except as ...
... dimensions are nominal as defined in Section 2502 . ( b ) Columns . Wood columns may be of sawn timber or structural glued - laminated timber not less than 8 inches in any dimension when sup- porting roof or floor loads except as ...
Page 148
... DIMENSIONS . Dimensions given are nominal ; actual dimensions of unit masonry may not be decreased by more than 1⁄2 inch . GROSS CROSS - SECTIONAL AREA OF HOLLOW UNITS , the total area including cells of a section perpendicular to the ...
... DIMENSIONS . Dimensions given are nominal ; actual dimensions of unit masonry may not be decreased by more than 1⁄2 inch . GROSS CROSS - SECTIONAL AREA OF HOLLOW UNITS , the total area including cells of a section perpendicular to the ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength