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Page 162
The corner bars shall have such support provided by a complete tie enclosing the longitudinal bars . Alternate longitudinal bars shall have such lateral support provided by ties and no bar shall be farther than 6 inches from such ...
The corner bars shall have such support provided by a complete tie enclosing the longitudinal bars . Alternate longitudinal bars shall have such lateral support provided by ties and no bar shall be farther than 6 inches from such ...
Page 164
requirement applies to the clear distance between a contact splice and adjacent splices or bars . The minimum clear distance between parallel bars in columns shall be two and one - half times the bar diameter .
requirement applies to the clear distance between a contact splice and adjacent splices or bars . The minimum clear distance between parallel bars in columns shall be two and one - half times the bar diameter .
Page 340
Clear distance between parallel bars in a layer shall be not less than dy nor 1 inch . See also the second paragraph of Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , bars in the upper layers shall ...
Clear distance between parallel bars in a layer shall be not less than dy nor 1 inch . See also the second paragraph of Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , bars in the upper layers shall ...
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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