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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength