Uniform Building Code |
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Page 161
Walls , bending or combined bending and axial loads . Stresses due to combined
bending and axial loads shall satisfy the requirements of Section 2406 ( e )
where fa is given by Formula ( 9 - 1 ) . Walls subjected to bending with or without
...
Walls , bending or combined bending and axial loads . Stresses due to combined
bending and axial loads shall satisfy the requirements of Section 2406 ( e )
where fa is given by Formula ( 9 - 1 ) . Walls subjected to bending with or without
...
Page 182
When the slenderness factor C , is greater than 10 but does not exceed Ck , the
allowable unit stress in bending F ' s shall be determined from the following
formula : p ' o = F , ( 1 - 1 ( 0 ) in which Ck = . 811 VEF ) E = modulus of elasticity .
When the slenderness factor C , is greater than 10 but does not exceed Ck , the
allowable unit stress in bending F ' s shall be determined from the following
formula : p ' o = F , ( 1 - 1 ( 0 ) in which Ck = . 811 VEF ) E = modulus of elasticity .
Page 285
25 - C - 2 PART B — ALLOWABLE UNIT STRESSES FOR STRUCTURAL
GLUED - LAMINATED CALIFORNIA REDWOOD VISUALLY GRADED1 2 3 7
Members stressed principally in axial tension , axial compression or in bending
with load ...
25 - C - 2 PART B — ALLOWABLE UNIT STRESSES FOR STRUCTURAL
GLUED - LAMINATED CALIFORNIA REDWOOD VISUALLY GRADED1 2 3 7
Members stressed principally in axial tension , axial compression or in bending
with load ...
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Contents
Organization and Enforcement | 4 |
Definitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
49 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 |