Uniform Building Code |
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Page 111
The reduction shall not exceed 40 percent for members receiving load from one level only , 60 percent for other members , nor R as determined by the following formula : R = 23.1 ( 1 + DIL ) . .. ( 6-2 ) WHERE : R = Reduction in percent ...
The reduction shall not exceed 40 percent for members receiving load from one level only , 60 percent for other members , nor R as determined by the following formula : R = 23.1 ( 1 + DIL ) . .. ( 6-2 ) WHERE : R = Reduction in percent ...
Page 180
The values shall be reduced 10 percent for lumber pressure impregnated with approved fire - retardant chemicals . The values for plywood so treated shall be reduced 16 percent except for modulus of elasticity , which shall be reduced 10 ...
The values shall be reduced 10 percent for lumber pressure impregnated with approved fire - retardant chemicals . The values for plywood so treated shall be reduced 16 percent except for modulus of elasticity , which shall be reduced 10 ...
Page 628
8 One cell in wall thickness , units at least 50 percent solid , plastered each side with % " gypsum plaster . Two cells in wall thickness , units at least 45 percent solid . Plastered each side with % " gypsum plaster .
8 One cell in wall thickness , units at least 50 percent solid , plastered each side with % " gypsum plaster . Two cells in wall thickness , units at least 45 percent solid . Plastered each side with % " gypsum plaster .
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood