Uniform Building Code |
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Page 187
... Column Design Sec . 2507. ( a ) Column Classifications . 1. Simple solid wood columns . Simple columns consist of a single piece or of pieces properly glued together to form a single member . 2. Spaced columns , connector joined . Spaced ...
... Column Design Sec . 2507. ( a ) Column Classifications . 1. Simple solid wood columns . Simple columns consist of a single piece or of pieces properly glued together to form a single member . 2. Spaced columns , connector joined . Spaced ...
Page 364
... Column Loads Through Floor System . When the specified compressive strength of concrete in a column is greater than 1.4 times that specified for a floor system , transmission of load through the floor system shall be provided by one of ...
... Column Loads Through Floor System . When the specified compressive strength of concrete in a column is greater than 1.4 times that specified for a floor system , transmission of load through the floor system shall be provided by one of ...
Page 403
... column lines taken longitudinally and transversely through the building . Each frame shall consist of a row of columns or supports and slab- beam strips , bounded laterally by the center line of panel on each side of the center line of ...
... column lines taken longitudinally and transversely through the building . Each frame shall consist of a row of columns or supports and slab- beam strips , bounded laterally by the center line of panel on each side of the center line of ...
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