California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 117
... column strips shall be proportioned to resist that portion of column strip moments not resisted by beams . 1913B.6.5 Factored moments in beams . 1913B.6.5.1 Beams between supports shall be proportioned to resist 85 percent of column ...
... column strips shall be proportioned to resist that portion of column strip moments not resisted by beams . 1913B.6.5 Factored moments in beams . 1913B.6.5.1 Beams between supports shall be proportioned to resist 85 percent of column ...
Page 136
... column terminates on a wall , transverse rein- forcement as specified in Sections 1921B.4.4.1 through 1921B.4.4.3 shall extend into the wall for at least the development length of the largest longitudinal reinforcement in the column at ...
... column terminates on a wall , transverse rein- forcement as specified in Sections 1921B.4.4.1 through 1921B.4.4.3 shall extend into the wall for at least the development length of the largest longitudinal reinforcement in the column at ...
Page 197
... column lines within that story . A column line is defined for the purpose of this exception as a single line of columns , or parallel lines of columns located within 10 percent of the plan dimension perpendicular to the line of columns ...
... column lines within that story . A column line is defined for the purpose of this exception as a single line of columns , or parallel lines of columns located within 10 percent of the plan dimension perpendicular to the line of columns ...
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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