Uniform Building Code |
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Page 61
... Division 1. Any assembly building with a stage and an occupant load of 1000 or more in the building . Division 2. Any building or portion of a building having an assembly room with an occupant load of less than 1000 and a stage ...
... Division 1. Any assembly building with a stage and an occupant load of 1000 or more in the building . Division 2. Any building or portion of a building having an assembly room with an occupant load of less than 1000 and a stage ...
Page 62
... Division 4 Provisions . Erection and structural maintenance of struc- tures housing Division 4 Occupancies shall conform to the requirements of this code . Structures housing Division 4 Occupancies , other than those of open skeleton ...
... Division 4 Provisions . Erection and structural maintenance of struc- tures housing Division 4 Occupancies shall conform to the requirements of this code . Structures housing Division 4 Occupancies , other than those of open skeleton ...
Page 65
... Division 1. Gasoline service stations , storage garages where no repair work is done except exchange of parts and maintenance requiring no open flame , welding or the use of highly flammable liquids . Division 2. Wholesale and retail ...
... Division 1. Gasoline service stations , storage garages where no repair work is done except exchange of parts and maintenance requiring no open flame , welding or the use of highly flammable liquids . Division 2. Wholesale and retail ...
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