Uniform Building Code |
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Page 431
... square inches . = Ag gross area of column , square inches . A , = effective cross - sectional area of nonprestressed ... inch . The maximum specified strength for lightweight concrete shall be limited to 4000 psi . 2. Reinforcement . All ...
... square inches . = Ag gross area of column , square inches . A , = effective cross - sectional area of nonprestressed ... inch . The maximum specified strength for lightweight concrete shall be limited to 4000 psi . 2. Reinforcement . All ...
Page 521
... square inch for piles up to 30 feet in length , 550 pounds per square inch for piles up to 50 feet in length , and 700 pounds per square inch for piles greater than 50 feet in length . The compressive stress in the concrete due to ...
... square inch for piles up to 30 feet in length , 550 pounds per square inch for piles up to 50 feet in length , and 700 pounds per square inch for piles greater than 50 feet in length . The compressive stress in the concrete due to ...
Page 525
... square inch . ( c ) Anchored Veneer . Anchored veneer and its attachments shall be designed to resist a horizontal ... square inches in total area and shall weigh not more than 15 pounds per square foot unless approved by the building ...
... square inch . ( c ) Anchored Veneer . Anchored veneer and its attachments shall be designed to resist a horizontal ... square inches in total area and shall weigh not more than 15 pounds per square foot unless approved by the building ...
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