Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 337
... steel encased concrete core , the thickness of the steel encasement shall be greater than b√ fu for each face of width b 3ES " ( 10-12 ) ог SE for circular sections of diameter h . . . . . ( 10-13 ) Longitudinal bars within the ...
... steel encased concrete core , the thickness of the steel encasement shall be greater than b√ fu for each face of width b 3ES " ( 10-12 ) ог SE for circular sections of diameter h . . . . . ( 10-13 ) Longitudinal bars within the ...
Page 380
... Steel . The permissible stress in steel due to jacking forces shall not exceed 0.80fpu or 0.94f py whichever is smaller , but not greater than the maximum value recommended by the manufacturer of the steel or of the anchorages . The ...
... Steel . The permissible stress in steel due to jacking forces shall not exceed 0.80fpu or 0.94f py whichever is smaller , but not greater than the maximum value recommended by the manufacturer of the steel or of the anchorages . The ...
Page 592
... Steel Roof Deck on Steel Framing Wood Fiber Insulation Board , 17.5 lbs . , per Cubic Foot Density on Top Applied Over a 15 - lb . Asphalt Saturated Felt . Fire - re- tardant Roof Covering 18 Ceiling of gypsum plaster on metal lath ...
... Steel Roof Deck on Steel Framing Wood Fiber Insulation Board , 17.5 lbs . , per Cubic Foot Density on Top Applied Over a 15 - lb . Asphalt Saturated Felt . Fire - re- tardant Roof Covering 18 Ceiling of gypsum plaster on metal lath ...
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