Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 164
Av Em Es u fu COMPRESSIVE STRESS IN FLEXURAL MEMBERS : For compression reinforcement in flexural members , the allowable stress shall not be taken as greater than the allowable tensile stress shown above . ( c ) Symbols and Notations .
Av Em Es u fu COMPRESSIVE STRESS IN FLEXURAL MEMBERS : For compression reinforcement in flexural members , the allowable stress shall not be taken as greater than the allowable tensile stress shown above . ( c ) Symbols and Notations .
Page 339
average splitting tensile strength of lightweight aggregate concrete , psi . = stress due to dead load , at the extreme fiber of a section at which tensile stresses are caused by applied load , psi . I pc compressive stress in the ...
average splitting tensile strength of lightweight aggregate concrete , psi . = stress due to dead load , at the extreme fiber of a section at which tensile stresses are caused by applied load , psi . I pc compressive stress in the ...
Page 457
bu F F Fby F buw = с F F. су cyw ec pw su = SUW sy F syw Fь = allowable compressive stress for member considered as a beam , ksi . bearing ultimate strength , ksi . bearing ultimate strength within 1.0 inch of a weld , ksi .
bu F F Fby F buw = с F F. су cyw ec pw su = SUW sy F syw Fь = allowable compressive stress for member considered as a beam , ksi . bearing ultimate strength , ksi . bearing ultimate strength within 1.0 inch of a weld , ksi .
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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