Uniform Building Code |
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Page 309
2Uniform load deflection limitation : 1/180 of the span under live load plus dead load and 1/240 of the span under live load only . 3Edges shall be tongue - and - groove or supported with blocking or edge clips .
2Uniform load deflection limitation : 1/180 of the span under live load plus dead load and 1/240 of the span under live load only . 3Edges shall be tongue - and - groove or supported with blocking or edge clips .
Page 348
The modified negative moments shall be used for calculating moments at sections within the spans . ... shall be considered the clear span plus depth of member but need not exceed distance between centers of supports .
The modified negative moments shall be used for calculating moments at sections within the spans . ... shall be considered the clear span plus depth of member but need not exceed distance between centers of supports .
Page 399
B. In the area common to intersecting column strips , not more than one eighth the width of column strip in either span shall be interrupted by openings . An amount of reinforcement equivalent to that interrupted by an opening shall be ...
B. In the area common to intersecting column strips , not more than one eighth the width of column strip in either span shall be interrupted by openings . An amount of reinforcement equivalent to that interrupted by an opening shall be ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
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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