Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 62
... Erection and structural maintenance of struc- tures housing Division 4 Occupancies shall conform to the requirements ... erected out- doors need not be fire protected when occupied for public toilets . The building official may cause all ...
... Erection and structural maintenance of struc- tures housing Division 4 Occupancies shall conform to the requirements ... erected out- doors need not be fire protected when occupied for public toilets . The building official may cause all ...
Page 124
... erected true and plumb in accordance with the design . Bracing shall be placed dur- ing erection wherever necessary to take care of all loads to which the struc- ture may be subjected . ( b ) Interior Walls . Interior walls , permanent ...
... erected true and plumb in accordance with the design . Bracing shall be placed dur- ing erection wherever necessary to take care of all loads to which the struc- ture may be subjected . ( b ) Interior Walls . Interior walls , permanent ...
Page 461
... Erection . During erection , structural aluminum shall be adequately braced and fastened to resist dead , wind and erection loads . TABLE NO . 28 - A ALLOWABLE STRESSES FOR RIVETS 461 1979 EDITION 2804.
... Erection . During erection , structural aluminum shall be adequately braced and fastened to resist dead , wind and erection loads . TABLE NO . 28 - A ALLOWABLE STRESSES FOR RIVETS 461 1979 EDITION 2804.
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