Uniform Building Code |
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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 wide faces of the
...
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 wide faces of the
...
Page 283
When tension laminations are used to obtain the design value for F ber shown in
Column 16 , the compression ... used in order to obtain higher tension - parallel -
to - grain values and design values in bending when loaded perpendicular to ...
When tension laminations are used to obtain the design value for F ber shown in
Column 16 , the compression ... used in order to obtain higher tension - parallel -
to - grain values and design values in bending when loaded perpendicular to ...
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Contents
Requirements for Group A Occupancies | 43 |
Requirements for Group E Occupancies | 54 |
Requirements for Group M Occupancies | 69 |
Copyright | |
52 other sections not shown
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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 |