Uniform Building Code |
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Page 108
... live load shall not be included where its inclusion results in lower stresses in the member under investigation ) : 1 1. Dead plus floor live plus roof live ( or snow ) . 2 2. Dead plus floor live plus wind2 ( or seismic ) . 3. Dead plus ...
... live load shall not be included where its inclusion results in lower stresses in the member under investigation ) : 1 1. Dead plus floor live plus roof live ( or snow ) . 2 2. Dead plus floor live plus wind2 ( or seismic ) . 3. Dead plus ...
Page 109
... live load caused by the use to which the building or part of the building is to be put shall be used in the design of such building or part thereof , and special provision shall be made for machine or apparatus loads when such machine ...
... live load caused by the use to which the building or part of the building is to be put shall be used in the design of such building or part thereof , and special provision shall be made for machine or apparatus loads when such machine ...
Page 110
... live loads on one half of the span if such loading results in reverse stresses , or stresses greater in any portion than the stresses produced by the required unit live load upon the entire span . For roofs whose structure is composed ...
... live loads on one half of the span if such loading results in reverse stresses , or stresses greater in any portion than the stresses produced by the required unit live load upon the entire span . For roofs whose structure is composed ...
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