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Page 310
Splices of reinforcement shall be made only as required or permitted on the
approved plans or specifications . ... Lap splices of bundled bars shall be based
on the lap splice length required for individual bars of the same size as the bars ...
Splices of reinforcement shall be made only as required or permitted on the
approved plans or specifications . ... Lap splices of bundled bars shall be based
on the lap splice length required for individual bars of the same size as the bars ...
Page 311
are used , they shall meet the requirements of a Class D splice as given in
Section 2607 ( g ) . 3 . Tension splices in other members . A . In regions of high
computed stress . Splices in regions where the maximum computed design load
stress ...
are used , they shall meet the requirements of a Class D splice as given in
Section 2607 ( g ) . 3 . Tension splices in other members . A . In regions of high
computed stress . Splices in regions where the maximum computed design load
stress ...
Page 312
End bearing splices shall not be used except in members containing closed ties ,
closed stirrups or spirals . 3 . Welded splices or positive connections . Welded
splices or positive connections used in compression shall meet the requirements
...
End bearing splices shall not be used except in members containing closed ties ,
closed stirrups or spirals . 3 . Welded splices or positive connections . Welded
splices or positive connections used in compression shall meet the requirements
...
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Contents
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Definitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved assembly bars beam bearing bending bolts building official ceiling cement Chapter 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 Formula framing gauge grade Grain greater Group gypsum height horizontal inches inspection 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 single slab 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