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Page 180
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 274
Design values are tabulated , however , for loading both perpendicular and parallel to the wide faces of the laminations . For combinations and design values applicable to members loaded primarily axially or parallel to the of the table ...
Design values are tabulated , however , for loading both perpendicular and parallel to the wide faces of the laminations . For combinations and design values applicable to members loaded primarily axially or parallel to the of the table ...
Page 283
When tension laminations are used to obtain the design value for F be shown in Column 16 , the compression perpendicular ... to - grain values and design values in bending when loaded perpendicular to the wide faces of the laminations .
When tension laminations are used to obtain the design value for F be shown in Column 16 , the compression perpendicular ... to - grain values and design values in bending when loaded perpendicular to the wide faces of the laminations .
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width 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 |