Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 149
Building brick of concrete shall be of a quality at least equal to the requirements set forth in U.B.C. Standard No. 24-3 . ( e ) Concrete Masonry Units . Concrete masonry units shall be of a quality at least equal to the requirements ...
Building brick of concrete shall be of a quality at least equal to the requirements set forth in U.B.C. Standard No. 24-3 . ( e ) Concrete Masonry Units . Concrete masonry units shall be of a quality at least equal to the requirements ...
Page 325
The required strength U provided to resist dead load D and live load L shall be at least equal to U = 1.4D + 1.7L . ( 9-1 ) In the design of a structure or member , if resistance to the structural effects of a specified wind load W must ...
The required strength U provided to resist dead load D and live load L shall be at least equal to U = 1.4D + 1.7L . ( 9-1 ) In the design of a structure or member , if resistance to the structural effects of a specified wind load W must ...
Page 368
This reinforcement shall be provided for a distance in each direction from the corner equal to one - fifth the longer span . The reinforcement in both the top and bottom of the slab shall be sufficient to resist a moment equal to the ...
This reinforcement shall be provided for a distance in each direction from the corner equal to one - fifth the longer span . The reinforcement in both the top and bottom of the slab shall be sufficient to resist a moment equal to the ...
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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