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Page 330
... average compressive strength f'er used as the basis for selection of concrete proportions shall be the larger of ... average strength f ' , shall be determined from Table No. 26 - A - 2 and documentation of average strength shall be in ...
... average compressive strength f'er used as the basis for selection of concrete proportions shall be the larger of ... average strength f ' , shall be determined from Table No. 26 - A - 2 and documentation of average strength shall be in ...
Page 332
... Average Strength Reduction . As data become available during construc- tion , amount by which value of f'er must exceed specified value of f ' , may be reduced , provided : с 1. Thirty or more test results are available and average of ...
... Average Strength Reduction . As data become available during construc- tion , amount by which value of f'er must exceed specified value of f ' , may be reduced , provided : с 1. Thirty or more test results are available and average of ...
Page 451
... average strength f'cr Section 2604 ( d ) 2 , first paragraph . from TABLE NO . 26 - A - 2 - REQUIRED AVERAGE COMPRESSIVE STRENGTH WHEN DATA ARE NOT AVAILABLE TO ESTABLISH A STANDARD DEVIATION SPECIFIED COMPRESSIVE STRENGTH f ' PSI C ...
... average strength f'cr Section 2604 ( d ) 2 , first paragraph . from TABLE NO . 26 - A - 2 - REQUIRED AVERAGE COMPRESSIVE STRENGTH WHEN DATA ARE NOT AVAILABLE TO ESTABLISH A STANDARD DEVIATION SPECIFIED COMPRESSIVE STRENGTH f ' PSI C ...
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