Uniform Building Code |
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Page 121
... 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 supporting roof or floor loads except as specified ...
... 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 supporting roof or floor loads except as specified ...
Page 153
... 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 ...
Page 174
... dimensions . The least dimension of every reinforced masonry column shall be not less than 12 inches . No masonry column shall have an unsupported length greater than 20 times its least dimension . EXCEPTION : The minimum column ...
... dimensions . The least dimension of every reinforced masonry column shall be not less than 12 inches . No masonry column shall have an unsupported length greater than 20 times its least dimension . EXCEPTION : The minimum column ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength