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Page 110
EXCEPTION : Alternate span loading need not be considered where the uniform roof live load is 20 pounds per square foot or more and the provisions of Section 2305 ( d ) are met . ( c ) Unbalanced Loading . Unbalanced loads shall be used ...
EXCEPTION : Alternate span loading need not be considered where the uniform roof live load is 20 pounds per square foot or more and the provisions of Section 2305 ( d ) are met . ( c ) Unbalanced Loading . Unbalanced loads shall be used ...
Page 367
Aps = area of prestressed reinforcement in tension zone , square inches . = area of nonprestressed tension reinforcement , square inches . A , = area of one leg of a closed stirrup resisting torsion within a distance s , As square ...
Aps = area of prestressed reinforcement in tension zone , square inches . = area of nonprestressed tension reinforcement , square inches . A , = area of one leg of a closed stirrup resisting torsion within a distance s , As square ...
Page 529
The design f ' shall not exceed 5000 pounds per square inch and the ratio of metal yield strength shall be not less than 6 . 4. The pile diameter is not greater than 16 inches . ( d ) Precast Concrete Piles . 1. Material .
The design f ' shall not exceed 5000 pounds per square inch and the ratio of metal yield strength shall be not less than 6 . 4. The pile diameter is not greater than 16 inches . ( d ) Precast Concrete Piles . 1. Material .
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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