Uniform Building Code |
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Page 371
... square inches . A = gross area of section , square inches . An = area of shear reinforcement parallel to flexural tension reinforcement , square inches . A Aps = total area of longitudinal reinforcement to resist torsion , square inches ...
... square inches . A = gross area of section , square inches . An = area of shear reinforcement parallel to flexural tension reinforcement , square inches . A Aps = total area of longitudinal reinforcement to resist torsion , square inches ...
Page 389
... square inches . = area of nonprestressed tension reinforcement , square inches . = area of shear reinforcement within a distance s , square inches . = area of an individual wire to be developed or spliced , square inches . = = = = = web ...
... square inches . = area of nonprestressed tension reinforcement , square inches . = area of shear reinforcement within a distance s , square inches . = area of an individual wire to be developed or spliced , square inches . = = = = = web ...
Page 431
... square inches . = Ag gross area of column , square inches . A , = effective cross - sectional area of nonprestressed reinforcement , square inches . A's Ash = effective cross - sectional area of nonprestressed compression reinforce- ment , ...
... square inches . = Ag gross area of column , square inches . A , = effective cross - sectional area of nonprestressed reinforcement , square inches . A's Ash = effective cross - sectional area of nonprestressed compression reinforce- ment , ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength