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Page 109
... load than specified for such use . ( b ) Distribution of Uniform Floor Loads . Where uniform floor loads are involved , consideration may be limited to full dead load on all spans in combina- tion with full live load on adjacent spans ...
... load than specified for such use . ( b ) Distribution of Uniform Floor Loads . Where uniform floor loads are involved , consideration may be limited to full dead load on all spans in combina- tion with full live load on adjacent spans ...
Page 110
... load is 20 pounds per square foot or more and the provisions of Section 2305 ( d ) are met . ( c ) Unbalanced Loading . Unbalanced loads shall be used where such loading will result in larger members or connections . Trusses and arches ...
... load is 20 pounds per square foot or more and the provisions of Section 2305 ( d ) are met . ( c ) Unbalanced Loading . Unbalanced loads shall be used where such loading will result in larger members or connections . Trusses and arches ...
Page 555
... load of 10 or more shall be by ramps . EXCEPTION : Group R , Division 3 Occupancies and along aisles adjoining seating areas . ( e ) Building Accessibility ... load for an assembly use shall not 555 1985 EDITION 3301-3302 Occupant Load.
... load of 10 or more shall be by ramps . EXCEPTION : Group R , Division 3 Occupancies and along aisles adjoining seating areas . ( e ) Building Accessibility ... load for an assembly use shall not 555 1985 EDITION 3301-3302 Occupant Load.
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