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Page 317
Bars spliced by noncontact lap splices in flexural members shall not be spaced
transversely farther apart than one - fifth the required length of lap nor 6 inches . 2
. Welded splices or other positive connections may be used . A full welded splice
...
Bars spliced by noncontact lap splices in flexural members shall not be spaced
transversely farther apart than one - fifth the required length of lap nor 6 inches . 2
. Welded splices or other positive connections may be used . A full welded splice
...
Page 318
310 ) . ( iii ) The requirements of Section 2607 ( g ) 2 for welded splices or
positive connections may be waived if the splices are ... In computing the capacity
developed at each section , spliced bars may be rated at the specified splice
strength .
310 ) . ( iii ) The requirements of Section 2607 ( g ) 2 for welded splices or
positive connections may be waived if the splices are ... In computing the capacity
developed at each section , spliced bars may be rated at the specified splice
strength .
Page 319
The minimum splice length for deformed wire reinforcement shall be 0 . 045d ,
fulvfi ' but in no case shall the splice be less than 12 inches . The minimum splice
length for welded deformed wire fabric reinforcement shall be at least 0 . 045d ,
Lu ...
The minimum splice length for deformed wire reinforcement shall be 0 . 045d ,
fulvfi ' but in no case shall the splice be less than 12 inches . The minimum splice
length for welded deformed wire fabric reinforcement shall be at least 0 . 045d ,
Lu ...
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Contents
Effective Use of the Uniform Building Code 2021 | 20 |
Permits and Inspections | 29 |
Definitions and Abbreviations | 38 |
Copyright | |
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accordance allowable applied approved assembly bars beam bearing bending bolts Building Official ceiling cement Chapter Code column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces frame gauge grade Grain greater Group gypsum height horizontal hour inches installed joints lateral lath least length less limited load located lumber masonry materials maximum metal nails Occupancies openings panel parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side slab solid spaced span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood Zone