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Page 395
In members at least 18 inches deep , such splices with Abf , not more than 9000
pounds per leg may be considered adequate if stirrup legs extend the full
available depth of member . ( p ) Splices of Reinforcement - General . 1 . Splices
of ...
In members at least 18 inches deep , such splices with Abf , not more than 9000
pounds per leg may be considered adequate if stirrup legs extend the full
available depth of member . ( p ) Splices of Reinforcement - General . 1 . Splices
of ...
Page 395
( p ) Splices of Reinforcement - General . 1 . 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 . Lap splices shall not be
used for ...
( p ) Splices of Reinforcement - General . 1 . 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 . Lap splices shall not be
used for ...
Page 397
varies from f , in compression to one half f , or less in tension , lap 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 ...
varies from f , in compression to one half f , or less in tension , lap 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 ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood