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Page 330
... strength test records for calculation of standard deviation meeting requirements of Section 2604 ( d ) A or B , required average strength f ' , shall be determined from Table No. 26 - A - 2 and documentation of average strength shall be ...
... strength test records for calculation of standard deviation meeting requirements of Section 2604 ( d ) A or B , required average strength f ' , shall be determined from Table No. 26 - A - 2 and documentation of average strength shall be ...
Page 332
... strength and minimum concrete cover require- ments of Section 2607 ( h ) shall be satisfied . ( g ) Average Strength Reduction . As data become available during construc- tion , amount by which value of f'er must exceed specified value ...
... strength and minimum concrete cover require- ments of Section 2607 ( h ) shall be satisfied . ( g ) Average Strength Reduction . As data become available during construc- tion , amount by which value of f'er must exceed specified value ...
Page 519
... strength , n , F.S. on yield strength , n ,. 2. Columns F.S. on buckling strength , n ,, . F.S. on crippling strength of thin sections , n „ · F.S. on yield strength for short columns , n 3. Beams F.S. on tensile strength , nu F.S. on ...
... strength , n , F.S. on yield strength , n ,. 2. Columns F.S. on buckling strength , n ,, . F.S. on crippling strength of thin sections , n „ · F.S. on yield strength for short columns , n 3. Beams F.S. on tensile strength , nu F.S. on ...
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