California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 95
... compression member due to the loads that result in no appreciable sideway , calculated by conventional elastic frame analy- sis ; positive if bent in single curvature , negative if bent in double curvature . = Ag A1 = area of ...
... compression member due to the loads that result in no appreciable sideway , calculated by conventional elastic frame analy- sis ; positive if bent in single curvature , negative if bent in double curvature . = Ag A1 = area of ...
Page 97
... Members . 1910B.7.1 Flexural members with overall depth - to - clear - span ratios greater than two fifths for ... Compression Members . 1910B.8.1 Isolated compression member with multiple spi- rals . Outer limits of the effective cross ...
... Members . 1910B.7.1 Flexural members with overall depth - to - clear - span ratios greater than two fifths for ... Compression Members . 1910B.8.1 Isolated compression member with multiple spi- rals . Outer limits of the effective cross ...
Page 98
... compression members braced against sides- way , effects of slenderness may be neglected when klu / r is less than 34 12M16 / M2 · - 1910B.11.4.2 For compression members not braced against sidesway , effects of slenderness may be ...
... compression members braced against sides- way , effects of slenderness may be neglected when klu / r is less than 34 12M16 / M2 · - 1910B.11.4.2 For compression members not braced against sidesway , effects of slenderness may be ...
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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