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Page 138
Gross area is the total cross - sectional area of any plane encompassed by the outer periphery of any specified section . Net area is the gross cross - sectional area at any plane minus the area of ungrouted cores , notches , cells ...
Gross area is the total cross - sectional area of any plane encompassed by the outer periphery of any specified section . Net area is the gross cross - sectional area at any plane minus the area of ungrouted cores , notches , cells ...
Page 327
Reinforcement shall be deformed reinforcement , except that plain reinforcement may be used for spirals or tendons , and reinforcement consisting of structural steel , steel pipe or steel tubing may be used as specified in this chapter ...
Reinforcement shall be deformed reinforcement , except that plain reinforcement may be used for spirals or tendons , and reinforcement consisting of structural steel , steel pipe or steel tubing may be used as specified in this chapter ...
Page 423
Anchorages for unbonded prestressing tendons and couplers shall develop the specified ultimate strength of the tendons without exceeding anticipated set . 2. Anchorages for bonded prestressing tendons shall develop at least 90 percent ...
Anchorages for unbonded prestressing tendons and couplers shall develop the specified ultimate strength of the tendons without exceeding anticipated set . 2. Anchorages for bonded prestressing tendons shall develop at least 90 percent ...
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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