Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 149
Where severe frost action occurs in the presence of moisture , brick shall be at least Grade SW . ( d ) Concrete Brick . Building brick of concrete shall be of a quality at least equal to the requirements set forth in U.B.C. Standard No ...
Where severe frost action occurs in the presence of moisture , brick shall be at least Grade SW . ( d ) Concrete Brick . Building brick of concrete shall be of a quality at least equal to the requirements set forth in U.B.C. Standard No ...
Page 168
B. Hooking tightly around the longitudinal reinforcement through at least 180 degrees . C. Embedment above or below the mid - depth of the beam on the compression side , a distance sufficient to develop the stress to which the bar will ...
B. Hooking tightly around the longitudinal reinforcement through at least 180 degrees . C. Embedment above or below the mid - depth of the beam on the compression side , a distance sufficient to develop the stress to which the bar will ...
Page 571
10 8 One cell in wall thickness , units at least 50 percent solid , plastered each side with % " gypsum plaster . 414 11 12 Two cells in wall thickness , units at least 45 percent solid . 6 Two cells in wall thickness , units at least ...
10 8 One cell in wall thickness , units at least 50 percent solid , plastered each side with % " gypsum plaster . 414 11 12 Two cells in wall thickness , units at least 45 percent solid . 6 Two cells in wall thickness , units at least ...
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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