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Page 344
... diameter , three spacers for spirals 20 to 30 inches in diameter and four spacers for spirals greater than 30 inches in diameter . K. For spiral bar or wire 5 / 8 - inch - diameter or larger , a minimum of three spacers shall be used ...
... diameter , three spacers for spirals 20 to 30 inches in diameter and four spacers for spirals greater than 30 inches in diameter . K. For spiral bar or wire 5 / 8 - inch - diameter or larger , a minimum of three spacers shall be used ...
Page 487
... diameter of the pinhole shall be not more than 1/2 inch greater than the diameter of the pin . For steels having a yield stress greater than 70 ksi , the diameter of the pinhole shall not exceed five times the plate thickness . In pin ...
... diameter of the pinhole shall be not more than 1/2 inch greater than the diameter of the pin . For steels having a yield stress greater than 70 ksi , the diameter of the pinhole shall not exceed five times the plate thickness . In pin ...
Page 529
... diameter is not greater than 16 inches . ( d ) Precast Concrete Piles . 1. Material . Precast concrete piles prior ... diameter of 16 inches or less , wire shall be not smaller than No. 5 gauge . For piles having a diameter of more than ...
... diameter is not greater than 16 inches . ( d ) Precast Concrete Piles . 1. Material . Precast concrete piles prior ... diameter of 16 inches or less , wire shall be not smaller than No. 5 gauge . For piles having a diameter of more than ...
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