Uniform Building Code |
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Page 118
... determined by assuming a value of 2.5 seconds for T ̧ . Method B : The value of S may be determined in accordance with the following : SOIL PROFILE COEFFICIENT Factor S S1 Soil Profile Type S2 S3 1.0 1.2 1.5 Soil Profile Type S1 : Rock ...
... determined by assuming a value of 2.5 seconds for T ̧ . Method B : The value of S may be determined in accordance with the following : SOIL PROFILE COEFFICIENT Factor S S1 Soil Profile Type S2 S3 1.0 1.2 1.5 Soil Profile Type S1 : Rock ...
Page 555
... determined by the use which gives the largest number of persons . The occupant load for buildings or areas containing two or more occupancies shall be determined by adding the occupant loads of the various use areas as computed in ...
... determined by the use which gives the largest number of persons . The occupant load for buildings or areas containing two or more occupancies shall be determined by adding the occupant loads of the various use areas as computed in ...
Page 745
... determined in Section 2313 . The value of h shall be determined by the following formula : по - P D The value of D shall be determined by the following formula : D = .24P 9.0 .. + 8 . ( 17-1 ) . ( 17-2 ) but need not exceed 40 lbs./cu ...
... determined in Section 2313 . The value of h shall be determined by the following formula : по - P D The value of D shall be determined by the following formula : D = .24P 9.0 .. + 8 . ( 17-1 ) . ( 17-2 ) but need not exceed 40 lbs./cu ...
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