Uniform Building Code |
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Page 32
Where public ways or yards more than 20 feet in width extend along and adjoin two sides of the building , floor areas may be increased at a rate of 1 ' / 4 percent for each foot by which the minimum width exceeds 20 feet , but the ...
Where public ways or yards more than 20 feet in width extend along and adjoin two sides of the building , floor areas may be increased at a rate of 1 ' / 4 percent for each foot by which the minimum width exceeds 20 feet , but the ...
Page 349
Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab width on each side of the web shall not exceed : A. Eight times the slab thickness , nor B. One ...
Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab width on each side of the web shall not exceed : A. Eight times the slab thickness , nor B. One ...
Page 572
In public areas of Group B , Division 2 Occupancies , and in assembly occupancies without fixed seats , the minimum clear aisle width shall be 36 inches where tables , counters , furnishings , merchandise or other similar obstructions ...
In public areas of Group B , Division 2 Occupancies , and in assembly occupancies without fixed seats , the minimum clear aisle width shall be 36 inches where tables , counters , furnishings , merchandise or other similar obstructions ...
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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