Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 155
... joints shall be at least 4 inch and not more than inch thick and shall be completely filled . ( e ) Expansion Joints . Every exterior glass block panel shall be provided with 2 - inch expansion joints at the sides and top . Expansion joints ...
... joints shall be at least 4 inch and not more than inch thick and shall be completely filled . ( e ) Expansion Joints . Every exterior glass block panel shall be provided with 2 - inch expansion joints at the sides and top . Expansion joints ...
Page 307
... Joints . Joints not indicated on the plans shall be so made and located as not to impair the strength of the structure . Where a joint is to be made , the surface of the concrete shall be thoroughly cleaned and all laitance and standing ...
... Joints . Joints not indicated on the plans shall be so made and located as not to impair the strength of the structure . Where a joint is to be made , the surface of the concrete shall be thoroughly cleaned and all laitance and standing ...
Page 439
... Joints . The minimum amount of laps on lap joints shall be five times the thickness of the thinner part joined and not less than 1 inch . Lap joints joining plates or bars subjected to axial stress shall be fillet welded along the edge ...
... Joints . The minimum amount of laps on lap joints shall be five times the thickness of the thinner part joined and not less than 1 inch . Lap joints joining plates or bars subjected to axial stress shall be fillet welded along the edge ...
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