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Page 323
... concrete design . For additional background information and research data used in developing the similar design requirements , reference to the ACI Code Commen- tary ( ACI 318R ) published by the American Concrete Institute is suggested ...
... concrete design . For additional background information and research data used in developing the similar design requirements , reference to the ACI Code Commen- tary ( ACI 318R ) published by the American Concrete Institute is suggested ...
Page 329
... concrete used as the basis for selection of concrete portions , psi . s = standard deviation , psi . ( b ) General . Concrete shall be proportioned to provide an average compres- sive strength as prescribed in Section 2604 ( d ) 2 ...
... concrete used as the basis for selection of concrete portions , psi . s = standard deviation , psi . ( b ) General . Concrete shall be proportioned to provide an average compres- sive strength as prescribed in Section 2604 ( d ) 2 ...
Page 334
... concrete placement shall include the following : 1. All equipment for mixing and transporting concrete shall be clean . 2. All debris and ice shall be removed from spaces to be occupied by concrete . 3. Forms shall be properly coated ...
... concrete placement shall include the following : 1. All equipment for mixing and transporting concrete shall be clean . 2. All debris and ice shall be removed from spaces to be occupied by concrete . 3. Forms shall be properly coated ...
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