Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 123
Rs I WHERE : = Snow load reduction in pounds per square foot per degree of pitch over 20 ° . S = Total snow load in pounds per square foot . ( e ) Special - purpose Roofs . Roofs to be used for special purposes shall be designed for ...
Rs I WHERE : = Snow load reduction in pounds per square foot per degree of pitch over 20 ° . S = Total snow load in pounds per square foot . ( e ) Special - purpose Roofs . Roofs to be used for special purposes shall be designed for ...
Page 124
Walls retaining drained earth may be designed for pressure equivalent to that exerted by a fluid weighing not less than 30 pounds per cubic foot and having a depth equal to that of the retained ...
Walls retaining drained earth may be designed for pressure equivalent to that exerted by a fluid weighing not less than 30 pounds per cubic foot and having a depth equal to that of the retained ...
Page 138
Pounds per lineal foot . ' Lateral sway bracing loads of 24 pounds per foot parallel and 10 pounds per foot perpendicular to seat and footboards . * All loads are in pounds per lineal foot . Head block wells and sheave beams shall be ...
Pounds per lineal foot . ' Lateral sway bracing loads of 24 pounds per foot parallel and 10 pounds per foot perpendicular to seat and footboards . * All loads are in pounds per lineal foot . Head block wells and sheave beams shall be ...
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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