Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 165
In computing flexural stresses for masonry where reinforcement occurs , the effective width b shall be not ... fa + shall not exceed 1 Fa Fo WHERE : fa Computed axial unit stress , determined from total axial load and effective area .
In computing flexural stresses for masonry where reinforcement occurs , the effective width b shall be not ... fa + shall not exceed 1 Fa Fo WHERE : fa Computed axial unit stress , determined from total axial load and effective area .
Page 188
allowable unit stress for extreme fiber in bending , adjusted for slenderness . fo = actual unit stress for extreme ... allowable unit stress in compression parallel to grain adjusted for I / d ratio where d is the least dimension .
allowable unit stress for extreme fiber in bending , adjusted for slenderness . fo = actual unit stress for extreme ... allowable unit stress in compression parallel to grain adjusted for I / d ratio where d is the least dimension .
Page 322
The straight - line theory of stress and strain in flexure shall be used and the following assumption shall be made : A. A section plane before bending remains plane after bending ; strains vary as the distance from the neutral axis .
The straight - line theory of stress and strain in flexure shall be used and the following assumption shall be made : A. A section plane before bending remains plane after bending ; strains vary as the distance from the neutral axis .
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Contents
Page | 14 |
Effective Use of the Uniform Building Code | 18 |
Definitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited load located masonry materials maximum metal nails Occupancies openings parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side single slab space span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood