Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 88
... ceiling . Where exposed beam ceiling members are spaced at less than 48 inches on center , ceiling height shall be measured to the bottom of these members . Where exposed beam ceiling members are spaced at 48 inches or more on center ...
... ceiling . Where exposed beam ceiling members are spaced at less than 48 inches on center , ceiling height shall be measured to the bottom of these members . Where exposed beam ceiling members are spaced at 48 inches or more on center ...
Page 557
... Ceilings or Roof - Ceilings Sec . 4305. ( a ) General . Fire - resistive floor - ceiling or roof - ceiling con- struction systems shall be assumed to have the fire - resistance ratings set forth in Table No. 43 - C . Penetrations in ...
... Ceilings or Roof - Ceilings Sec . 4305. ( a ) General . Fire - resistive floor - ceiling or roof - ceiling con- struction systems shall be assumed to have the fire - resistance ratings set forth in Table No. 43 - C . Penetrations in ...
Page 585
... CEILING ( In inches ) ( In inches ) Item FLOOR OR ROOF CONSTRUCTION Number CEILING CONSTRUCTION 4 Hr . 3 Hr . 2 Hr . 1 Hr . 4 Hr . 3 Hr . 2 Hr . 1 Hr . ( Continued ) ( In inches ) ( In inches ) 4 Hr. Concrete - Excluding Ex- panded Clay ...
... CEILING ( In inches ) ( In inches ) Item FLOOR OR ROOF CONSTRUCTION Number CEILING CONSTRUCTION 4 Hr . 3 Hr . 2 Hr . 1 Hr . 4 Hr . 3 Hr . 2 Hr . 1 Hr . ( Continued ) ( In inches ) ( In inches ) 4 Hr. Concrete - Excluding Ex- panded Clay ...
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