Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 156
... joists . ' For two - inch ( 2 ′′ ) thick pieces of Construction and Standard Grades used as joists : H = 120 when length of split is approximately equal to one - half the width of piece . H = 100 when length of split is approximately ...
... joists . ' For two - inch ( 2 ′′ ) thick pieces of Construction and Standard Grades used as joists : H = 120 when length of split is approximately equal to one - half the width of piece . H = 100 when length of split is approximately ...
Page 182
... 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 ends ...
... 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 ends ...
Page 297
... 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 | 34 |
Copyright | |
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Common terms and phrases
allowable unit stresses appliances approved bars beam bending bolts Building Official building or structure ceiling cent chimney clearance Code column combustible compression compression members connectors Continued dead load designed diameter doors Douglas Fir dry standpipes ducts enclosures exceed exit exterior walls fiber fire assembly Fire Zone fire-resistive construction fire-resistive rating firestopped flange foot frame furnaces gauge girders grade Group grout gypsum height horizontal incombustible installed joints joists Laminations lath less live load located lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails occupant load one-hour fire-resistive openings partitions permitted plaster plate plywood portland cement pounds per square protected reinforced concrete resist roof shear sheathing slab space span specified in Section square feet square inch stairway standpipes steel studs surface Table thickness tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard vent Ventilation vertical welds width wire wood Wood shingles