Uniform Building Code |
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Page 159
... ratio of unsupported height to thickness or the ratio of unsupported length to thickness ( one or the other but not both ) for solid masonry walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for walls of hollow ...
... ratio of unsupported height to thickness or the ratio of unsupported length to thickness ( one or the other but not both ) for solid masonry walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for walls of hollow ...
Page 331
... ratio or cement content and com- pressive strength at designated test age . ( vi ) Maximum water - cement ratio or minimum cement content for con- crete to be used in proposed work shall be that shown by the curve to produce the average ...
... ratio or cement content and com- pressive strength at designated test age . ( vi ) Maximum water - cement ratio or minimum cement content for con- crete to be used in proposed work shall be that shown by the curve to produce the average ...
Page 473
... Ratios . The slenderness ratio , Kl / r , of compression members shall not exceed 200 . The slenderness ratio , l / r , of tension members , other than rods , should not exceed : For main members . For lateral bracing members and other ...
... Ratios . The slenderness ratio , Kl / r , of compression members shall not exceed 200 . The slenderness ratio , l / r , of tension members , other than rods , should not exceed : For main members . For lateral bracing members and other ...
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