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Page 392
... Splices of Reinforcement . 1. General . Splices of reinforcement shall be made only as required or permitted on approved plans or specifications , or as authorized by the building official . 2. Lap splices . A. Laps splices shall not be ...
... Splices of Reinforcement . 1. General . Splices of reinforcement shall be made only as required or permitted on approved plans or specifications , or as authorized by the building official . 2. Lap splices . A. Laps splices shall not be ...
Page 393
... splices of deformed bars and deformed wire in tension shall conform to Table No. 26 - H 3. Welded splices or mechanical connections used where area of reinforcement provided is less than twice that required by analysis shall meet ...
... splices of deformed bars and deformed wire in tension shall conform to Table No. 26 - H 3. Welded splices or mechanical connections used where area of reinforcement provided is less than twice that required by analysis shall meet ...
Page 394
... splices , butt welded splices , mechanical connections or end bearing splices may be used . Total tensile strength provided in each face of the column by splices alone or by splices in combinations with continuing unspliced bars at ...
... splices , butt welded splices , mechanical connections or end bearing splices may be used . Total tensile strength provided in each face of the column by splices alone or by splices in combinations with continuing unspliced bars at ...
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