Uniform Building Code |
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Page 32
Such increases shall not exceed 100 percent , except that greater increases shall be permitted for the following occupancies : A. Group B , Division 3 aircraft storage hangars not exceeding one story in height .
Such increases shall not exceed 100 percent , except that greater increases shall be permitted for the following occupancies : A. Group B , Division 3 aircraft storage hangars not exceeding one story in height .
Page 159
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 , and shall not exceed 18 for walls of ...
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 , and shall not exceed 18 for walls of ...
Page 448
shall not exceed 4.4 VI " . ( k ) Shear Friction . Where it is appropriate to consider shear transfer across a given plane such as an existing or potential crack , an interface between dissimilar materials , or an interface between two ...
shall not exceed 4.4 VI " . ( k ) Shear Friction . Where it is appropriate to consider shear transfer across a given plane such as an existing or potential crack , an interface between dissimilar materials , or an interface between two ...
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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