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Page 20
... 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 43
... 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 116
International Conference of Building Officials. F , = That portion of V considered concentrated at the top of the structure in addition to Fn . fi = Distributed portion of a total lateral force at level i for use in Formula ( 12-3 ) . g ...
International Conference of Building Officials. F , = That portion of V considered concentrated at the top of the structure in addition to Fn . fi = Distributed portion of a total lateral force at level i for use in Formula ( 12-3 ) . g ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength