California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 91
... flange and web shall be built integrally or otherwise effectively bonded together . 1908B.10.2 Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab ...
... flange and web shall be built integrally or otherwise effectively bonded together . 1908B.10.2 Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab ...
Page 156
... flange is supported against lateral movement , or length of cantilever beam from free end to point at which the compression flange is supported against lateral move- ment , inches ( mm ) . = total length of portion of column lying ...
... flange is supported against lateral movement , or length of cantilever beam from free end to point at which the compression flange is supported against lateral move- ment , inches ( mm ) . = total length of portion of column lying ...
Page 197
... flanges of the columns need be laterally sup- ported only at the level of the girder top flange . Columns may be assumed to remain elastic if one of the follow- ing conditions is satisfied : 1. The ratio in Formula ( 11B - 3.1 ) or ...
... flanges of the columns need be laterally sup- ported only at the level of the girder top flange . Columns may be assumed to remain elastic if one of the follow- ing conditions is satisfied : 1. The ratio in Formula ( 11B - 3.1 ) or ...
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Common terms and phrases
1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm² nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength