Uniform Building Code |
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Page 190
The values for wood pressure impregnated with an approved process and
preservative need no adjustment for treatment but are subject to other
adjustments . 3 . Fire - retardant treatment . The values shall be reduced 10
percent for lumber ...
The values for wood pressure impregnated with an approved process and
preservative need no adjustment for treatment but are subject to other
adjustments . 3 . Fire - retardant treatment . The values shall be reduced 10
percent for lumber ...
Page 254
04 for E . " When 2 - inch - to 4 - inch - thick lumber is designed for use where the
moisture content will exceed 19 percent for an extended period of time , the
values shown in Table No . 25 - A - 1 shall be multiplied by the following factors ...
04 for E . " When 2 - inch - to 4 - inch - thick lumber is designed for use where the
moisture content will exceed 19 percent for an extended period of time , the
values shown in Table No . 25 - A - 1 shall be multiplied by the following factors ...
Page 256
FOOTNOTES FOR TABLE NO . 25 - A - 1 - ( Continued ) ' Stress - rated boards of
nominal 1 - inch , 1 % - inch and 1 % - inch thickness , 2 inches and wider , are
permitted the recommended design values shown for Select Structural , No .
FOOTNOTES FOR TABLE NO . 25 - A - 1 - ( Continued ) ' Stress - rated boards of
nominal 1 - inch , 1 % - inch and 1 % - inch thickness , 2 inches and wider , are
permitted the recommended design values shown for Select Structural , No .
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
91 other sections not shown
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield
Bibliographic information
| Title | Uniform Building Code |
| Author | International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1979 |
| Original from | the University of California |
| Digitized | 13 Aug 2008 |
| Length | 734 pages |
| Export Citation | BiBTeX EndNote RefMan |