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Page 388
Development length ldn in inches for deformed bars in tension terminating in a standard hook shall be computed as the product of the basic development length lnb of Section 2612 ( f ) 2 and the applicable modification factor or factors ...
Development length ldn in inches for deformed bars in tension terminating in a standard hook shall be computed as the product of the basic development length lnb of Section 2612 ( f ) 2 and the applicable modification factor or factors ...
Page 393
where la is the tensile development length for the specified yield strength fy in accordance with Section 2612 ( c ) . 2. Lap splices of deformed bars and deformed wire in tension shall conform to Table No. 26 - H 3.
where la is the tensile development length for the specified yield strength fy in accordance with Section 2612 ( c ) . 2. Lap splices of deformed bars and deformed wire in tension shall conform to Table No. 26 - H 3.
Page 439
Development length for reinforcement in tension . A. The development length , lah , for a bar with a standard 90 - degree hook in normal weight aggregate concrete shall be not less than 8d5 , 6 inches , and the length required by ...
Development length for reinforcement in tension . A. The development length , lah , for a bar with a standard 90 - degree hook in normal weight aggregate concrete shall be not less than 8d5 , 6 inches , and the length required by ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
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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