Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 188
Fo = allowable unit stress for extreme fiber in bending . = allowable unit stress for extreme fiber in bending , adjusted for slenderness . fo = actual unit stress for extreme fiber in bending . Fi = allowable unit stress in compression ...
Fo = allowable unit stress for extreme fiber in bending . = allowable unit stress for extreme fiber in bending , adjusted for slenderness . fo = actual unit stress for extreme fiber in bending . Fi = allowable unit stress in compression ...
Page 264
25 - C - 1 ' Unit stresses for bending members are based on a depth of members of 12 inches or less . For members greater than 12 inches in depth , the size effect factor is applicable . ? Allowable stresses for dry conditions of use ...
25 - C - 1 ' Unit stresses for bending members are based on a depth of members of 12 inches or less . For members greater than 12 inches in depth , the size effect factor is applicable . ? Allowable stresses for dry conditions of use ...
Page 458
bending moment at center of span resulting from applied bending loads , inch - kips . Mm = maximum bending moment in span resulting from applied bending loads , inch - kips . M , M , = bending moments at two ends of a beam , inch - kips ...
bending moment at center of span resulting from applied bending loads , inch - kips . Mm = maximum bending moment in span resulting from applied bending loads , inch - kips . M , M , = bending moments at two ends of a beam , inch - kips ...
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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