Uniform Building Code |
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Page 44
... portion thereof , exclusive of vent shafts and courts . The floor area of a building , or portion thereof , not provided with surrounding exterior walls shall be the usable area under the horizontal projection of the roof or floor above ...
... portion thereof , exclusive of vent shafts and courts . The floor area of a building , or portion thereof , not provided with surrounding exterior walls shall be the usable area under the horizontal projection of the roof or floor above ...
Page 65
... portion of a building having an assembly room with an occupant load of less than 1000 and a stage . Division 2.1 . Any building or portion of a building having an assembly room with an occupant load of 300 or more without a stage ...
... portion of a building having an assembly room with an occupant load of less than 1000 and a stage . Division 2.1 . Any building or portion of a building having an assembly room with an occupant load of 300 or more without a stage ...
Page 428
... portion of the structure selected for loading shall be subject to a total load , including dead loads already acting ... portion of the structure tested shows visible evidence of failure , the portion tested shall be considered to have ...
... portion of the structure selected for loading shall be subject to a total load , including dead loads already acting ... portion of the structure tested shows visible evidence of failure , the portion tested shall be considered to have ...
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