Uniform Building Code |
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Page 157
each corner , at each side of each opening , at the ends of walls and at a maximum spacing of 4 feet apart , horizontally throughout the wall . Horizontal reinforcement not less than 0.2 square inch in cross - sectional area shall be ...
each corner , at each side of each opening , at the ends of walls and at a maximum spacing of 4 feet apart , horizontally throughout the wall . Horizontal reinforcement not less than 0.2 square inch in cross - sectional area shall be ...
Page 199
plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J - 1 for horizontal diaphragms and Table No. 25 - K - 1 for vertical diaphragms , or may be calculated by principles of mechanics without ...
plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J - 1 for horizontal diaphragms and Table No. 25 - K - 1 for vertical diaphragms , or may be calculated by principles of mechanics without ...
Page 566
Ramps having slopes steeper than 1 vertical to 15 horizontal shall have handrails as required for stairways , except that intermediate handrails shall not be required . Ramped aisles need not have handrails on sides serving fixed ...
Ramps having slopes steeper than 1 vertical to 15 horizontal shall have handrails as required for stairways , except that intermediate handrails shall not be required . Ramped aisles need not have handrails on sides serving fixed ...
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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