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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 , unbedded
...
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 , unbedded
...
Page 327
General . 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 .
General . 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 of
...
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 of
...
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Contents
Requirements for Group A Occupancies | 43 |
Requirements for Group E Occupancies | 54 |
Requirements for Group M Occupancies | 69 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly axial bars beam bearing bending building official Chapter column combination compression compressive stress computed concrete conform connections considered construction continuous covered Decking depth determined diameter direction distance Division doors edge effective elasticity elements equal exceed EXCEPTION exit exterior face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group grout height horizontal inches installed joints lateral least length less limited live load located lumber masonry materials maximum modulus nails Occupancies openings panel parallel percent permitted placed portion pounds protected ratio reinforcement resist roof rooms Section Select Structural separation shear sheathing side slab space span specified square steel story strength stress Structural studs surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wire wood