Uniform Building Code |
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Page 311
... length , splices shall meet the requirements for Class B splices ( lap of 1.3 ) . ( ii ) If more than one - half of the bars or wires are lap spliced within required lap length , splices shall meet the requirements for Class C splices ...
... length , splices shall meet the requirements for Class B splices ( lap of 1.3 ) . ( ii ) If more than one - half of the bars or wires are lap spliced within required lap length , splices shall meet the requirements for Class C splices ...
Page 356
... length of ( f ) 1 and the applicable modification factor or factors of ( f ) 2 , ( f ) 3 and ( f ) 4 , but I shall be not less than that specified in ( f ) 5 . 1. The basic development length shall be : A. For No. 11 or smaller bars ...
... length of ( f ) 1 and the applicable modification factor or factors of ( f ) 2 , ( f ) 3 and ( f ) 4 , but I shall be not less than that specified in ( f ) 5 . 1. The basic development length shall be : A. For No. 11 or smaller bars ...
Page 357
... length may be reduced 25 percent when the reinforcement is enclosed by spirals not less than 1⁄4 inch in diameter and not more than 4 - inch pitch . ( h ) Development Length of Bundled Bars . The development length of each bar of ...
... length may be reduced 25 percent when the reinforcement is enclosed by spirals not less than 1⁄4 inch in diameter and not more than 4 - inch pitch . ( h ) Development Length of Bundled Bars . The development length of each bar of ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength