Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 206
... Joist and Rafter Blocking and Bridging . Rafters of more than eight - inch ( 8 ′′ ) depth and joists of more than four- inch ( 4 " ) depth shall be stabilized against overturning or buckling from superimposed load as follows : 1. At ...
... Joist and Rafter Blocking and Bridging . Rafters of more than eight - inch ( 8 ′′ ) depth and joists of more than four- inch ( 4 " ) depth shall be stabilized against overturning or buckling from superimposed load as follows : 1. At ...
Page 290
... Joist Floor Construction . In con- crete joist floor construction consisting of concrete joists and slabs placed monolithically with or without burned clay or con- crete tile fillers , the joists shall not be farther apart than forty ...
... Joist Floor Construction . In con- crete joist floor construction consisting of concrete joists and slabs placed monolithically with or without burned clay or con- crete tile fillers , the joists shall not be farther apart than forty ...
Page 394
... joist in a vertical plane . Sufficient permanent bridging shall be installed to stay the joists laterally and to transmit any horizontal forces in either direction perpendicular to the direction of the joists . Such bridging shall ...
... joist in a vertical plane . Sufficient permanent bridging shall be installed to stay the joists laterally and to transmit any horizontal forces in either direction perpendicular to the direction of the joists . Such bridging shall ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength