Uniform Building Code |
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Page 159
Ratio of height or length to thickness . The ratio of unsupported height to thickness or the ratio of unsupported length to thickness ( one or the other but not both ) for solid masonry walls or bearing partitions shall not exceed 20 ...
Ratio of height or length to thickness . The ratio of unsupported height to thickness or the ratio of unsupported length to thickness ( one or the other but not both ) for solid masonry walls or bearing partitions shall not exceed 20 ...
Page 331
( iv ) For each water - cement ratio or cement content , at least three test cylinders for each test age shall be made and cured in accordance with U.B.C. Standard No. 26-10 . Cylinders shall be tested at 28 days or at test age ...
( iv ) For each water - cement ratio or cement content , at least three test cylinders for each test age shall be made and cured in accordance with U.B.C. Standard No. 26-10 . Cylinders shall be tested at 28 days or at test age ...
Page 473
Stability and Slenderness Ratios Sec . 2705. ( a ) General . General stability shall be provided for the structure as a whole and for each compression element . In determining the slenderness ratio of an axially loaded compression ...
Stability and Slenderness Ratios Sec . 2705. ( a ) General . General stability shall be provided for the structure as a whole and for each compression element . In determining the slenderness ratio of an axially loaded compression ...
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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