Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 123
... square foot . ( e ) Special - purpose Roofs . Roofs to be used for special purposes shall be designed for ... square foot , the design live load on any mem- ber supporting more than 150 square feet may be reduced in accordance with the ...
... square foot . ( e ) Special - purpose Roofs . Roofs to be used for special purposes shall be designed for ... square foot , the design live load on any mem- ber supporting more than 150 square feet may be reduced in accordance with the ...
Page 338
... square inches . An = area of shear reinforcement parallel to the main tension reinforcement , square inches . A , = total area of longitudinal reinforcement to resist torsion , square inches . A ps As = area of prestressed reinforcement ...
... square inches . An = area of shear reinforcement parallel to the main tension reinforcement , square inches . A , = total area of longitudinal reinforcement to resist torsion , square inches . A ps As = area of prestressed reinforcement ...
Page 476
... 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
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength