Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 339
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 concrete , after all prestress losses have occurred , at the centroid of the cross ...
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 concrete , after all prestress losses have occurred , at the centroid of the cross ...
Page 486
Asphalt shall be applied at a temperature not less than 375 ° F . nor more than 475 ° F . for high - melt types . Low - melt types shall not be applied at a temperature of less than 350 ° F . nor more than 400 ° F . Asphalt shall not be ...
Asphalt shall be applied at a temperature not less than 375 ° F . nor more than 475 ° F . for high - melt types . Low - melt types shall not be applied at a temperature of less than 350 ° F . nor more than 400 ° F . Asphalt shall not be ...
Page 488
Corrugated asbestos- cement roofing shall be applied in an approved manner . ... required for wood shingles or shall be of laced asphalt shingles applied in an approved manner with an underlayment of not less than Type 15 felt extending ...
Corrugated asbestos- cement roofing shall be applied in an approved manner . ... required for wood shingles or shall be of laced asphalt shingles applied in an approved manner with an underlayment of not less than Type 15 felt extending ...
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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