Uniform Building Code |
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Page 392
In members at least 18 inches deep , such splices with Awf , not more than 9000
pounds per leg may be considered adequate if stirrup legs extend the full
available depth of member . 5 . For each end of a single - leg stirrup of welded
smooth ...
In members at least 18 inches deep , such splices with Awf , not more than 9000
pounds per leg may be considered adequate if stirrup legs extend the full
available depth of member . 5 . For each end of a single - leg stirrup of welded
smooth ...
Page 393
Lap 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 ...
Lap 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
varies from f , in compression to one - half fy 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 fy 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
Requirements for Group A Occupancies | 43 |
Requirements for Group E Occupancies | 54 |
Requirements for Group M Occupancies | 69 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly axial bars beam bearing bending building official Chapter column combination compression compressive stress computed concrete conform connections considered construction continuous covered Decking depth determined diameter direction distance Division doors edge effective elasticity elements equal exceed EXCEPTION exit exterior face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group grout height horizontal inches installed joints lateral least length less limited live load located lumber masonry materials maximum modulus nails Occupancies openings panel parallel percent permitted placed portion pounds protected ratio reinforcement resist roof rooms Section Select Structural separation shear sheathing side slab space span specified square steel story strength stress Structural studs surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wire wood
Bibliographic information
| Title | Uniform Building Code Uniform Building Code, International Conference of Building Officials |
| Author | International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1985 |
| Original from | the University of California |
| Digitized | 14 Aug 2008 |
| Length | 817 pages |
| Export Citation | BiBTeX EndNote RefMan |