Uniform Building Code |
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Page 155
maximum allowable compressive stress to resist vertical concentrated loads , shall not exceed the center - to - center distance between such loads , nor the width of bearing area plus four times the wall thickness .
maximum allowable compressive stress to resist vertical concentrated loads , shall not exceed the center - to - center distance between such loads , nor the width of bearing area plus four times the wall thickness .
Page 406
Vertical and horizontal reinforcement shall not be spaced farther apart than three times the wall thickness , nor 18 inches . 6. Vertical reinforcement need not be enclosed by lateral ties if vertical reinforcement area is not greater ...
Vertical and horizontal reinforcement shall not be spaced farther apart than three times the wall thickness , nor 18 inches . 6. Vertical reinforcement need not be enclosed by lateral ties if vertical reinforcement area is not greater ...
Page 684
... OF LONG DIMENSION FRAMING OF GYPSUM SURFACE WALLBOARD SHEETS Horizontal | Perpendicular only Vertical Either Direction Horizontal Perpendicular only Vertical Either Direction Horizontal Perpendicular only Vertical Either Direction ...
... OF LONG DIMENSION FRAMING OF GYPSUM SURFACE WALLBOARD SHEETS Horizontal | Perpendicular only Vertical Either Direction Horizontal Perpendicular only Vertical Either Direction Horizontal Perpendicular only Vertical Either Direction ...
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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