Uniform Building Code |
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Page 349
The tie spacing shall be not greater than 8 bar diameters , 24 tie diameters or one
half the least column dimension . Ties for the remaining column height may be
spaced as required in Seismic Zones Nos . O and 1 . EXCEPTION : In regions of
...
The tie spacing shall be not greater than 8 bar diameters , 24 tie diameters or one
half the least column dimension . Ties for the remaining column height may be
spaced as required in Seismic Zones Nos . O and 1 . EXCEPTION : In regions of
...
Page 372
Sz = spacing of shear or torsion reinforcement in direction perpendicular to
longitudinal reinforcement - or spacing of horizontal reinforcement in wall , inches
. T = nominal torsional moment strength provided by concrete . In = nominal
torsional ...
Sz = spacing of shear or torsion reinforcement in direction perpendicular to
longitudinal reinforcement - or spacing of horizontal reinforcement in wall , inches
. T = nominal torsional moment strength provided by concrete . In = nominal
torsional ...
Page 485
Where beams are exposed , they shall be sealed against corrosion of interior
surfaces , or spaced sufficiently far apart to ... All parts of built - up compression
members and the transverse spacing of their lines of fasteners shall conform to
the ...
Where beams are exposed , they shall be sealed against corrosion of interior
surfaces , or spaced sufficiently far apart to ... All parts of built - up compression
members and the transverse spacing of their lines of fasteners shall conform to
the ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
80 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood