Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 68
... square feet shall have at least one exterior door approved for fire department access . 2. Rooms shall not exceed 1000 square feet in area . 3. Rooms shall be separated from other areas by an occupancy separation having a fire ...
... square feet shall have at least one exterior door approved for fire department access . 2. Rooms shall not exceed 1000 square feet in area . 3. Rooms shall be separated from other areas by an occupancy separation having a fire ...
Page 422
... square inches . A1 = total area of longitudinal reinforcement to resist torsion , square An Aps As inches . = area of reinforcement in bracket or corbel resisting tensile force Nucs ' square inches . = area of prestressed reinforcement ...
... square inches . A1 = total area of longitudinal reinforcement to resist torsion , square An Aps As inches . = area of reinforcement in bracket or corbel resisting tensile force Nucs ' square inches . = area of prestressed reinforcement ...
Page 602
... 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 ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength