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Page 357
Ac = area of core of spirally reinforced compression member measured to outside diameter of spiral , square inches . A = gross area of section , square inches . A = area of nonprestressed tension reinforcement , square inches .
Ac = area of core of spirally reinforced compression member measured to outside diameter of spiral , square inches . A = gross area of section , square inches . A = area of nonprestressed tension reinforcement , square inches .
Page 362
( j ) Limits for Reinforcement of Compression Members . 1. Area of longitudinal reinforcement for noncomposite compression members shall be not less than 0.01 nor more than 0.08 times gross area Ag of section . 2.
( j ) Limits for Reinforcement of Compression Members . 1. Area of longitudinal reinforcement for noncomposite compression members shall be not less than 0.01 nor more than 0.08 times gross area Ag of section . 2.
Page 473
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 member , except as provided by Formula ( 2-3 ) the length I shall ...
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 member , except as provided by Formula ( 2-3 ) the length I shall ...
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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